J. Am. Ceram. Soc., 1–9 (2013)
DOI: 10.1111/jace.12407
© 2013 The American Ceramic Society
Journal
Material and Elastic Properties of Al-Tobermorite in Ancient
Roman Seawater Concrete
Marie D. Jackson,‡ Juhyuk Moon,‡,§ Emanuele Gotti,¶ Rae Taylor,‡ Sejung R. Chae,‡ Martin Kunz,∥
Abdul-Hamid Emwas,†† Cagla Meral,‡,‡‡ Peter Guttmann,§§ Pierre Levitz,¶¶ Hans-Rudolf Wenk,∥∥ and
Paulo J. M. Monteiro‡,†
‡
Department of Civil and Environmental Engineering, University of California, Berkeley 94720, California
§
Department of Mechanical Engineering, Civil Engineering Program, State University of New York,
Stony Brook 11794, New York
¶
CTG Italcementi S.p.A., Via Stezzano 87, Bergamo 24126, Italy
∥
Lawrence Berkeley National Laboratory, 1 Cyclotron Rd, Mail Stop 15R348, Berkeley 94720, California
††
King Abdullah University of Science and Technology, Thuwal 23955-6900, Kingdom of Saudi Arabia
‡‡
§§
Helmholtz-Zentrum für Materialen und Energie GmbH, Institute for Soft Matter and Functional Materials,
Berlin 12489, Germany
¶¶
∥∥
Universite Pierre et Marie Curie, CNRS, Laboratory PECSA, Paris F-75005, France
Department of Earth and Planetary Science, University of California, Berkeley 94720, California
55 yr. These articles lay the foundation for understanding
the crystal chemistry of tobermorite and C–S–H,1–5 effects of
alumina substitution for silicon in C–S–H and tobermorite,6–11
crystallization processes of tobermorite in autoclaved
concretes,12,13 and mechanical properties of hydrous calcium
silicates.14–17 The present research describes material characteristics of 2000-yr-old Al-tobermorite synthesized at low
temperature in ancient Roman seawater concrete in the context of these publications, and provides the first experimental
measurements of the bulk modulus of the mineral.
interNatural occurrences of pure tobermorite with 11.3 A
layer spacing occur rarely, mainly in hydrothermally altered
limestone, along with plombierite, the same crystal but with
interlayer spacing.6 Al-tobermorite,7 where Al3+ substi14 A
tutes for Si4+, is the more common form of the mineral in
geological environments,18 where it forms mainly in hydrothermally altered basaltic rocks.19,20 For example, 12 yr after
the 1963–1967 eruptions at Surtsey, Iceland, Al-tobermorite
had crystallized in basaltic tephra in subaerial and submarine
hydrothermal environments at 70°C–150°C, in association
with zeolite minerals, mainly analcite and phillipsite.21Some
of the first laboratory syntheses of aluminum substituted
tobermorite were produced with geologic materials—quicklime,
kaolin, and microcrystalline quartz—at 110°C, with 4–7 wt%
Al2O3 incorporated in the lattice of crystals with Ca/
(Si + Al) = 0.8.6 The (002) interlayer spacing in syntheses
from alkali- and alumina-rich calcium silicate systems at
90°C–190°C increases with alumina content, up to 11.45
7,18 The wide interlayer and the negative charge bal0.02 A.
ance resulting from Al3+ substitution for Si4+ contributes to
enhanced cation-exchange properties relative to ideal tobermorite for monovalent cations such as Cs+, Rb+, and K+
and divalent cations such as Ba2+, Sr2+, Pb2+, Cd2+, Co2+,
Ni2+, and Mg2+.9,10,22,23 Al-tobermorite could have important applications to high-performance concretes for nuclear
and hazardous waste treatment and repository, if it could be
synthesized in large quantities with environmentally sustainable methods and materials.
The material characteristics and elastic properties of aluminumsubstituted 11
A tobermorite in the relict lime clasts of 2000year-old Roman seawater harbor concrete are described with
TG-DSC and 29Si MAS NMR studies, along with nanoscale
tomography, X-ray microdiffraction, and high-pressure X-ray
diffraction synchrotron radiation applications. The crystals have
aluminum substitution for silicon in tetrahedral bridging and
branching sites and 11.49(3)
A interlayer (002) spacing. With
prolonged heating to 350°C, the crystals exhibit normal behavior. The experimentally measured isothermal bulk modulus at
zero pressure, K0, 55 ±5 GPa, is less than ab initio and molecular dynamics models for ideal tobermorite with a double-silicate
chain structure. Even so, K0, is substantially higher than
calcium-aluminum-silicate-hydrate binder (C–A–S–H) in slag
concrete. Based on nanoscale tomographic study, the crystal
clusters form a well connected solid, despite having about 52%
porosity. In the pumiceous cementitious matrix, Al-tobermorite
with 11.27
A interlayer spacing is locally associated with phillipsite, similar to geologic occurrences in basaltic tephra. The
ancient concretes provide a sustainable prototype for producing
Al-tobermorite in high-performance concretes with natural volcanic pozzolans.
I.
T
Middle East Technical University, 06800 Ankara, Turkey
Introduction
crystal structure of ideal tobermorite and its associated poorly crystalline phase, calcium–silicate–hydrate
(C–S–H), the cementitious binder of conventional portland
cement concrete, has been the focus of research investigations
published in Journal of the American Ceramic Society for
HE
G. Scherer—contributing editor
Manuscript No. 32734. Received February 5, 2013; approved April 26, 2013.
†
Author to whom correspondence should be addressed. e-mail: monteiro@ce.
berkeley.edu
1
2
Journal of the American Ceramic Society—Jackson et al.
Ab initio and molecular dynamics simulations of the crystal structure and mechanical properties of ideal tobermorite
provide a theoretical reference for the structure of C–S–H
and its potential behavior as a crystalline binder in ordinary
portland cement (OPC) concrete.17,24–28 The poorly crystalline
analog of Al-tobermorite, calcium–aluminum–silicate–hydrate
(C–A–S–H), has shown good potential for improving the
durability and service life of environmentally friendly concretes, where OPC is partially replaced with supplemental
cementitious materials such as fly ash, blast-furnace slag, and
natural volcanic ash pozzolan.29–31 For example, crystallization of Al-tobermorite in autoclaved aerated concrete blocks
using blast-furnace slag reduces processing time and increases
compressive strength.15,16 Although experimental determinations of the mechanical properties of tobermorite should
provide new insights into its characteristics as a cementitious
binder, the bulk modulus of neither the pure nor aluminous
forms of the crystal has been measured.
Neither tobermorite nor Al-tobermorite has ever been
observed in conventional concretes. In contrast, Al-tobermorite occurs ubiquitously in the relict lime clasts (Fig. 1) of
ancient Roman concrete harbor installations, constructed
between first century BCE and second century CE through the
Mediterranean region.32–35 The analyses presented in this article describe Al-tobermorite from a 10 m2 by 5.7 m tall concrete block in Pozzuoli Bay, near Naples; they build on recent
mineralogical decriptions.35,37 Roman builders packed a
pozzolanic mortar, composed of Flegrean Fields pumiceous
volcanic ash pozzolan and fine pebble lime, and decimetersized chunks of zeolitic tuff from Flegrean Fields pyroclastic
deposits that surround Pozzuoli Bay (Baianus Sinus) into a
wooden form with a concrete facing submerged in seawater.32,36 An adiabatic thermal model indicates that the maximum temperatures produced in the breakwater through heat
evolved from the exothermic hydration of lime in seawater to
form portlandite and the formation of C–A–S–H cementitious
binder were less than 85°C, and the structure cooled to 14°C–
26°C seawater temperatures in about 2 yr.37 The environmental costs of producing the Roman seawater concrete were less
than that of conventional concretes—lime calcined at about
(a)
(b)
Fig. 1. Volcanic ash-hydrated lime mortar of the ancient Roman
Baianus Sinus concrete, late first century BCE. (a) mortar of the
BAI.2006.03 drill core. (b) Al-tobermorite crystals in a relict lime clast,
scanning electron microscope, secondary electron (SEM-SE) image.
900°C forms 5–9 wt% of the ancient concrete, while OPC
klinker, kiln-fired at 1450°C, forms 10–25 wt% of typical concretes. Furthermore, the service life of the ancient structures in
seawater is extraordinarily long-lived compared with modern
concretes.38 Langton and Roy39 described data collected from
ancient pozzolanic materials as predictors for the extended
durability and longevity of modern borehole and shaft sealing
materials. A classic experimental study by Sersale and Orsini40
compared the pozzolanic reaction products of natural glasses,
including Flegrean volcanic ash, and artificial glasses, including granulated blast-furnace slag, in saturated lime solution
and described the tobermorite-like C–S–H and aluminous
crystalline phases that developed in both systems.
The purpose of this article is to describe the clusters of
Al-tobermorite crystals that occur in relict lime clasts of the
mortar of the Baianus Sinus concrete breakwater in terms of
their bulk composition, thermal behavior, environments of
Al3+ substitution for Si4+, three-dimensional nanoscale morphology, and to derive elastic properties, measured as bulk
modulus, from high-pressure X-ray diffraction experiments
using synchrotron radiation. Fine crystals of Al-tobermorite
also occur in the cementitious matrix of the ancient composite,
shown by scanning transmission microdiffraction analyses with
a monochromatic X-ray beam. Accessory minerals are associated with Al-tobermorite in these different environments, and
reveal the diverse crystalline cementitious components of the
very heterogeneous mortar fabric. C–A–S–H, however, is the
principal cementitious binder, and Al-tobermorite forms less
than 10 vol% of the pumiceous mortar.33–35,37 The experimentally measured bulk modulus is compared with ab initio and
molecular dynamics simulations of the crystal structure and
mechanical properties of ideal tobermorite and the measured
bulk modulus of C–A–S–H in slag concrete to provide a new
reference for the mechanical behavior of Al-tobermorite as a
potential cementitious binder in high-performance concretes
formulated with natural volcanic pozzolans.
II.
Materials, Methods, and Experimental Procedures
(1) Al-Tobermorite Specimen
The Baianus Sinus concrete breakwater was cored by the
ROMACONS drilling program in 2006 (BAI.06.03) in collaboration with CTG Italcementi Laboratories in Bergamo, Italy.
The mortar specimen studied here occurs 0.85 m below the
surface of the breakwater, which now lies 3.45 m below present sealevel. Three Al-tobermorite specimens were removed
from relict lime clasts 0.5–0.8 cm diameter in a 3 cm2 area of
the mortar. Magic Angle Nuclear Magnetic Resonance (MAS
NMR) and nanoscale tomographic studies used one specimen,
and high-pressure X-ray diffraction experiments used another,
which were carefully picked through using a Leitz stereomicroscope to ensure purity. The thermal analysis used fragments
from several relict lime clasts.
(2) Crystal Composition
The major element compositions of clusters of 3–5 lm-long
Al-tobermorite crystals in relict lime clasts were acquired
from a polished thin section of the mortar in the Electron
Microprobe Laboratory at the Department of Earth and
Planetary Science at UC Berkeley (Berkeley, CA) on a Cameca SX-51 electron microprobe equipped with five tunable
wavelength dispersive spectrometers using the software,
Probe for EPMA (v 8.69). Operating conditions were 40°
takeoff angle, a beam energy of 15 keV, beam current of
10 nA, and a beam diameter of 1 lm. Counting time was
10 s for all elements. Oxygen was calculated by cation stoichiometry and included in the matrix correction. Secondary
electron images (Fig. 1) were acquired from small particles of
the mortar with a gold–palladium coating with a Zeiss EVOMA10 Scanning Electron Microscope at the Department of
Earth and Planetary Science at UC Berkeley.
3
Properties of Al-Tobermorite
(a)
Fig. 3. Single-pulse 29Si MAS NMR spectra of Baianus Sinus
Al-tobermorite in a relict lime clast. The profiles include the original
experimental spectrum, fitted peaks (labeled), and the residual after
fitting (top: 91). Table I shows the chemical shifts of the hydrate peaks
(in ppm). Q1, Q2(0Al), and Q3(0Al) peaks describe the connectivity of
SiO2 tetrahedra, where Q1 are dimers or chain terminations, Q2 are
chain middle groups, and Q3 are branching sites (after Jackson et al.37).
(b)
Table I. 29Si MAS NMR, Chemical Shifts in ppm and
Fractions of Anions Present in Each Environment in Baianus
Sinus Al-Tobermorite
Shift (ppm)
1
Q (0Al)
Q2(1Al)
Q2(0Al)
Q3(2Al)
Q3(1Al)
Q3(0Al)
Fig. 2. Thermal analysis of Baianus Sinus Al-tobermorite in relict
lime clasts. (a) powder X-ray diffraction pattern at ambient conditions,
and after heating at 350°C for 20 h, with newly formed 9.3 A
Al-tobermorite. T: Al-tobermorite, C:
riversidite and residual 11 A
calcite, E: ettringite, H: hydrocalumite, R: riversidite, V: vaterite. (b)
results of thermal gravitational (TG) and differential scanning
calorimetry analyses (DSC).
(3) TG-DSC and Conventional X-ray Diffraction
At CTG Italcementi Laboratories in Bergamo, Italy, thermal gravitational (TG) (Fig. 2) and Differential Scanning
Calorimetry (DSC) analyses were performed with a simultaneous DSC–TGA instrument with 15 mg of the T2 specimen.
The experimental conditions were: continuous heating from
room temperature to 1000°C for the TG analysis and 500°C
for the DSC analysis at a heating rate of 10°C/min; N2-gas
dynamic atmosphere (85 cm3/min); alumina, top-opened
crucible. X-ray powder diffraction (XRPD) analysis was
performed with a Bruker D8-advance X-ray diffractometer,
also at CTG Italcementi Laboratories (Bergamo, Italy) operating with a parafocusing geometry, equipped with CuKa radiation, two sets of soller slits and a lynxeyeTM PsD Detector
(CTG Italcementi Laboratories). XRPD spectra were collected
from 5° to 70° 2h with a step of 0.02°/s, under ambient conditions and immediately after heating to 350°C for 20 h.
(4) 29Si MAS NMR
The 29Si MAS NMR analysis (Fig. 3, Table I) was performed
at the Advanced Nanofabrication Imaging and Characterization Laboratories, King Abdullah University of Science and
Technology, Saudi Arabia, with 50 mg of the finally ground
T1 specimen packed into a 4 mm zirconia rotor and sealed at
79.86
82.71
85.76
88.56
91.75
96.69
%
12.51
23.48
39.64
0.73
15.58
8.06
the open end with a Vespel cap.37 The rotor was then spun
at 14 kHz on a Bruker Ultrashield 400WB Plus with a 9.4 T
magnet, operating at 79.495 MHz. The magic angle was set
using KBr to 54.734°. Quantitative information on the fractions of silicon ions present in silicate tetrahedra with different connectivities were obtained by deconvolution of the
single-pulse spectra. The spectra were fitted using the iterative
fitting of the all the peaks to Voigt lineshapes using IgorPro
6.22A (Wavemetrics, Inc., Portland, OR).
(5) Nanoscale Tomography
Nanoscale computerized tomography (Fig. 4) was performed
with the full-field soft X-ray microscope (TXM) beamline
HZB-U41/1-TXM at the Berliner ElektronenspeicherringGesellschaft fu r Synchrotronstrahlung (BESSY) in Berlin,
Germany.41–45 Two-dimensional images were scanned under
280 eV incident beam energy, but for the tomographic analysis the incident energy was changed to 510 eV. Depending on
optics settings the soft X-ray microscope can reach almost
10 nm spatial resolution. For this experimental setup, however, the best spatial resolution achievable was about
50 nm.46 Global alignment using a cross-correlation between
projection images taken at successive tilt angles collects
tomographic data to produce a volumetric representation of
the specimen. The three-dimensional reconstruction uses an
algebraic method stabilized through a specific regularization
technique.47 From the binary image, a retraction graph without termini was computed.48 This graph is composed of
vertexes and links which locally and globally preserve the
topology of the three-dimensional binary structure.47,48
(6) X-ray Microdiffraction
Identification of crystalline phases in the mortar fabric with
X-ray microdiffraction (Fig. 5) at the micrometer scale was
4
Journal of the American Ceramic Society—Jackson et al.
an X-ray spectrum ranging from 5 to 22 keV. Here, a monochromatic X-ray beam of 10 keV was focused to 2 (v) 9 24
(h) lm diameter. The sample was placed in transmission
mode49 into the beam, with the detector 2h at 39°. A Pilatus
1M area detector was placed at 150 mm to record Debye rings
diffracted by the crystalline phases. The analyses determined
the mineral assemblages in the cementitious matrix of a thin
slice of mortar removed from a polished thin section, which
had been previously characterized with petrographic analyses.
Debye diffraction rings were radially integrated into intensity
versus 2h plots over an arch segment of 76° for 2h 3°–30°.
determined at beamline 12.3.2 of the Advanced Light Source
at the Lawrence Berkeley National Laboratory. This beamline
uses a superconducting bending magnet as a source to deliver
(a)
(b)
(7) Synchrotron Based High-Pressure X-ray Diffraction
Ambient phase identification and high-pressure X-ray diffraction experiments (HPXRD) of the S1 powdered specimen were
determined at beamline 12.2.2 of the Advanced Light Source
at the Lawrence Berkeley National Laboratory50 using a syn (20 keV
chrotron monochromatic X-ray beam with a 0.6199 A
wavelength) (Figs. 6 and 7, Tables II and III). The Al-tobermorite specimen was finely ground and mixed with a silicone oil
(composed of polysiloxane chains with methyl and phenyl
groups) and a few chips of ruby, and placed into a sample
chamber 180-lm in diameter and 75-lm thick within a steelgasketed diamond anvil cell. The specimen was equilibrated for
about 20 min at each pressure. Diffraction patterns were collected at 600 s exposure times with 237.8 mm sample to detector distance. The pressure was measured off-line using the ruby
fluorescence technique.51 All two-dimensional X-ray images
were radially integrated to give calibrated XPRD patterns
using the fit2d program (Fig. 6).52 Eleven diffraction peaks
were used to calculate lattice parameters (Fig. 7). Changes in
lattice parameters and unit cell volume were computed using
the XFit and Celref programs (Fig. 6, Table II).53,54
(c)
Fig. 4. Nanotomographic reconstruction of Baianus Sinus
Al-tobermorite crystal clusters in a relict lime clast, soft X-ray
microscope. (a) typical XM transmission image obtained with
280 eV incident X-ray. (b) high-resolution nanotomography
reconstruction obtained with 510 eV incident X-ray. (c) associated
topological skeleton.
(a)
(c)
III.
Experimental Results
Descriptions of the Al-tobermorite in the Baianus Sinus concrete include material characteristics previously described for
(b)
(d)
Fig. 5. Al-tobermorite and phillipsite in the cementitious matrix of the Baianus Sinus mortar. (a) Pilatus 1M area detector and Debye rings
diffracted by the crystalline phases in monochromatic (10K eV) X-ray micro-diffraction experiments. (b) associated d-spacings and intensities of the
Al-tobermorite, phillipsite, and calcite phases. SEM-SE images showing (c) a phillipsite rossette that has crystallized on a platy Al-tobermorite
crystal, and (d) phillipsite and Al-tobermorite in the submarine Surtsey tuff, Iceland that crystallized at about 150°C in a 1979 drill core.
5
0.72
n.d.
11.39 (2)
470.29
35 (3)
0.83
n.d.
11.9
484.4
49 (2)
1
n.d.
12.5
n.d.
71.8
459.0
52 (2)
0.66
F2dd, Z = 8
11.2425
479.8 (5)
66 (1)
74
0.67
470.4
60 (5)
0.83
Imm2, Z = 2
11.3895
464.2
58 (3)
0.8
Imm2, Z = 2
11.49 (3)
474 (1)
55 (5)
Ca/(Si + Al)
Crystal system
Basal spacing (A)
3
Volume (A )
Bulk modulus (GPa)
1
C–A–S–H
(CaO)1.65(SiO2)
(H2O)1.75
C–S–H
Ca4Si6O15(OH)2
5H2O
Slag cement69
C–A–S–H
Ca4Si6O14(OH)4
2H2O
(1) Material Characteristics
(A) Composition: Al-tobermorite crystals in relict lime
clasts (Fig. 1) have Ca/(Si + Al) = 0.8, high Al/(Si + Al) =
0.16–0.17, and low silica contents relative to crystals in geologic environments. A typical EPMA analysis yields 37.93
SiO2, 6.41 Al2O3, 0.06 MgO, 35.02 CaO, 0.65 Na2O, 1.04
K2O, 18.88 H2O. C–A–S–H in the dissolved perimeters of
relict lime clasts also have average Ca/(Si + Al) = 0.8. The
XRPD analysis of the Al-tobermorite specimen subjected to
thermal analysis (Fig. 2) shows weak traces of hydrocalumite
and ettringite. These occur in submillimeter-sized microstructures surrounding the relict lime clasts, which sequester chloride in hydrocalumite and sulfate in ettringite.35 There is also
secondary alteration to calcite and vaterite.
(B) Thermal Behavior: After heating to 350°C for
20 h, the hydrocalumite and ettringite peaks disappear,
peak reflecting the
calcite and vaterite persist, and the 11 A
Al-tobermorite (002) interlayer spacing decreases in intensity
but remains present, as do other tobermorite peaks
[Fig. 2(a)]. The heating process produced riversidite with
interlayer spacing; this indicates dehydration and
9.3 A
shrinkage in the c crystallographic direction. Thus, both
anomalous and normal tobermorite are present19 and perhaps, also, an amorphous component. The steep endothermic
curve in the DSC diagram [Fig. 2(b)] indicates release of
adsorbed and bound water in Al-tobermorite (and minor
amounts of hydrocalumite and ettringite) at <110°C, and
additional release of bound water at 320°C. The TG curve
records about 22% weight loss overall during heating from
25°C to 1000°C, with about 9.5% loss from 25°C to 200°C,
4% loss at 200°C–320°C, and 8.2% loss at 320°C–1000°C.
The steep drop in the DSC curve may indicate dehydration
and formation of the riversidite crystals. Although there is a
trace of endothermic decomposition of secondary calcite at
about 695°C, the steady decline of the TG curve at 700°C–
1000°C indicates that recrystallization to a high-temperature
phase with a smaller c axis52 or to wollastonite19 did not
occur. Thermal shrinkage of the tobermorite lattice to 9 A
riversidite occurs when calcium cations exist in the structural
cavities of the interlayer.55 The bonding environments of
these zeolitic Ca cations have important implications for the
thermal stability of various Al-tobermorite structures.8 The
collapse of layered crystalline structure in at least some of
the Baianus Sinus crystals thus seems to reflect rather stable
Ca2+, Na+, and K+ binding environments with heating.
(C) Silicon Bonding Environments: 29Si MAS NMR
study demonstrates that alumina tetrahedra (Al2O4) occur in
the silicate chain, Q2(1Al), and branch, Q3(1Al) or Q3(2Al),
positions of the layered Baianus Sinus Al-tobermorite structure (Fig. 3).37 The high intensity of the Q2 peaks relative to
Ca5Si6O16(OH)2
2H2O
geological occurrences and laboratory syntheses, as well as
experimental measurements of the elastic properties of the
mineral.
Ca6Si6O18
2H2O
(6)
(1)
(2)
(4)
(5)
(1)
(1)
(1)
(1)
Ca:Si:Al 1:1:0.2
22.87
22.90
22.82
22.70
22.64
22.4
22.1
21.9
21.8
Chemical formula
(9)
(2)
(3)
(7)
(8)
(1)
(2)
(3)
(3)
Defect Merlino
model28
3.69
3.69
3.68
3.68
3.67
3.65
3.62
3.61
3.62
Hamid model26
(9)
(2)
(4)
(8)
(9)
(3)
(5)
(6)
(7)
Merlino model17,27
5.606
5.59
5.57
5.57
5.55
5.53
5.51
5.52
5.49
c (A)
Hamid model17
(1)
(5)
(8)
(1)
(1)
(4)
(6)
(7)
(8)
b (A)
Baianus Sinus
this study
474
473.7
469.1
465
461
453
444
438
433
a (A)
Material properties
Ambient
0.1 (1)
0.6 (1)
0.9 (1)
1.8 (2)
2.7 (2)
3.9 (3)
5.4 (4)
6.2 (4)
3)
V (A
Tobermorite-like C–S–H
P (GPa)
Tobermorite
11 A
Table II. Experimental Pressures and Measured Lattice
Parameters and Unit Cell Volumes of Baianus Sinus
Al-Tobermorite
Table III. Crystallographic Data and Experimentally Measured Bulk Modulus of Baianus Sinus Al-Tobermorite, Compared with Theoretical Calculations for Pure 11
A Tobermorite24,25
and the Measured Bulk Modulus of C–A–S–H.69 Shahsavari et al.17 and Manzano et al.27 determined elastic constants by calculating forces for strained configurations. Here, the
isothermal bulk modulus, K0, was determined from Birch-Murnaghan equation of state parameters, truncated at second order (K0′ = 4).66 The large error range comes from variations in
the refined unit cell at each pressure, particularly the c lattice parameter. In the Hamid model silica tetrahedra attached to Ca–O layers form independent chains, while in the Merlino
model silica tetrahedra chains are covalently connected. Numbers in brackets refer to references cited
Properties of Al-Tobermorite
6
Journal of the American Ceramic Society—Jackson et al.
Fig. 6. Integrated powder X-ray diffraction patterns of Baianus
Sinus Al-tobermorite as a function of pressure. The right side of the
y-axis indicates hydrostatic pressure in the diamond anvil cell [(u),
unloading]. The vertical lines on the x-axis are diffraction peaks
from Merlino et al.25 The top diffraction pattern was measured at
ambient conditions, and the others are loading and unloading
diffraction patterns with the silicone oil pressure-transmitting
medium. Newly emerging peaks (•) in the post-compression sample
are from ruby chips.
the Q1 peak indicates long-chain lengths.30,56,57 The higher
intensity of Q2(0Al) relative to Q2(1Al) indicates that Al3+ is
present in the bridging, or paired, tetrahedra, of the silicate
chains, but that Si4+ dominate. In the branching tetrahedral
sites that join the silicate chains, however, the higher intensity of Q3(1Al) relative to Q3(0Al) indicates that Al3+ is
more common than Si4+.30,56–58 These results are confirmed
with27Al MAS NMR, in which the 65.63 peak has substantially higher intensity than the 57.70 peak.37 A small shoulder
on the Q2(0Al) peak at 88.57 ppm corresponds to Q3(2Al),
with a downfield shift of 9 ppm from Q3(0Al) due to aluminum shielding.16
Deconvolution of these results provides quantitative information on the fractions of silicon ions present in silicate
tetrahedra with different connectivity (Table I). The relative
intensity, determined through an iterative process of fitting
the observed peaks to the profiles of Fig. 3, is used to calculate the mean chain length (MCL) following Richardson and
Groves.59 MCL is 13.97, relatively high in comparison to
C–S–H in OPC, but similar to C-A-S-H in high content blast
furnace slag concretes60 and the overall Q2/Q3 ratio is 2.59.
In the 29Si MAS NMR literature, the ratio of Q2 to Q1 peak
intensity is frequently taken as a representation of MCL for
tobermorite-like C–S–H. However, Q2/Q1 of the deconvoluted results gives MCL of only 5.07. Al-tobermorite crystals in
the Baianus Sinus relict lime clasts [Fig. 2(a)] and cementitious matrix [Fig. 5(c)] are not thread-like C–S–H fibers, but,
rather, uniformly thin plates with b > c ≫ a, and orthorhombic symmetry (Table III). If this platey morphology and the
Q3 linkages of the double silicate chain structure that extends
in the c direction are taken into account, then Q2/Q1 multiplied by a Q2/Q3 scale factor gives a possible MCL estimate
of 13 (Fig. 3, Table I). Considering the study of Wieker
et al.61 the Q2/Q3 ratio would suggest a Ca/Si ratio close to
0.9, almost identical to the 0.92 measured through EPMA
analysis.37
Fig. 7. Pressure-dependent behavior of the Baianus Sinus
Al-tobermorite unit-cell volume normalized to the ambient volume.
The second order Birch-Murnaghan equation of state fitting gives
the bulk modulus K0 = 55 5 GPa.
(D) Nanoscale Structure of Al-tobermorite Clusters:
A grey-level nanoscale tomographic reconstruction of clusters
of Al–tobermorite crystals from a relict lime clast [Fig. 4(a)
and (b)] shows both platey and elongated 1–2 lm crystals
tobermorite19 and laboratory syntypical of geological 11 A
theses.1 The three-dimensional skeleton graph [Fig. 4(c)] can
be characterized by a connectedness number, C, which is an
intensive topological characteristic related to the number of
irreducible paths per vertex. C is defined as C = (a0 a1)/
a0, where a0 is the number of vertexes (isolated or not), and
a1 is the number of links.47,48 It is related to the average
number of links per vertex, Nc, through the equation Nc = 2
(1 + C).47
The connectedness number computed for the Al-tobermorite
cluster of Fig. 4(c), with a 15.5 nm voxel dimension and an
average 3.3 links per vertex, is 0.65. This indicates a wellconnected solid mass [Fig. 4(b) and (c)], as a negative value
of C is associated with a strongly disconnected network,
below its percolation threshold, and a well-connected
network has a C > 0.5. The calculated porosity, 52%, is
qualitative, and due to a relatively basic segmentation protocol, this value could be overestimated. This is similar,
however, to 36%–39% porosity in Al-tobermorite with
Ca/(Al + Si) = 0.8 in autoclaved aerated concrete.12 The
imaging demonstrates that the Al-tobermorite crystals are at
least two orders of magnitude longer than poorly crystalline,
tobermorite-like C–S–H (I), about 3.5 nm, determined
through X-ray pair distribution functions.62
(E) Cementitious Matrix: Al-tobermorite also occurs
in the cementitious binding matrix of the pumiceous mortar
of the ancient concrete, as 2–5 lm platy crystals (Fig. 5).
Debye diffraction rings measured with the monochromatic
X-ray micro-diffraction beam [Fig. 5(a)] show strong continuous reflections from Al-tobermorite with (002) interlayer
the low rugosity indicates a nano-crystalspacing 11.27 A;
lized grain size. The 3.20 (100), 7.16 (68), and 7.16 (53)
reflections of phillipsite63 are present in very restricted
7
Properties of Al-Tobermorite
segments of the diffraction cone, however, indicating a strong
preferred orientation [Fig. 5(a)]. This explains the absence of
other nominally strong reflections, such as ( 201) at 4.96 A
[Fig. 5(b)]. An SEM-SE image of this assemblage shows submicrometer-sized phillipsite that has crystallized on 2–4 lm
plates of Al-tobermorite [Fig. 5(c)]. In addition to relicts of
unreacted phillipsite present in the pumiceous pozzolan,34
authigenic phillipsite with potassic compositions has been
described in pores of the ancient mortar fabrics in seawater
harbor concretes from Tuscany, Italy, and Caesarea,
Israel.33,35 This may be the result of low-temperature alteration of residual alkali-rich volcanic glass in the seawater
concrete system at pH 9–10, after portlandite has been
consumed.35,64 Association of Al-tobermorite with phillipsite
also occurs in the glassy matrix of the Surtsey tuff [Fig. 5(d)],
after twelve years of hydrothermal alteration at 70–150°C.21
Alteration of basaltic glass on the southeast flank of Mauna
Loa at 1.4 km depth and 15°C also has produced calcium
silicate crystals in association with potassic phillipsite.65
decrease the bulk modulus compared with the Merlino model
(Table II).55 This is consistent with the experimental results,
and with molecular dynamics simulations of Al-tobermorite,11 in which substitution of Si4+ with Al3+ and Na+
produces increased interlayer thickness and decreased elastic
modulus, with increasing Al/Si. The wide interlayer of the
Baianus Sinus Al-tobermorite presumably provides cavities
for Na+ and K+ cations derived from reaction between the
alkali-rich volcanic ash and seawater-saturated lime, and
contributes to charge balancing and stability.9,10,18,22 These
features, however, increase compressibility relative to ideal
spacing. Even so, the measured bulk
tobermorite with 11.3 A
modulus is substantially higher than measurements of
C–A–S–H in alkaline-activated slag concrete, 35 3 GPa,
and C–S–H, 34 7 GPa69; and computational models for tobermorite-like C–S–H with finite chain lengths, 21–29 GPa.27
This suggests that future applications of Al-tobermorite as a
cementitious binder could increase concrete mechanical performance relative to poorly crystalline C–A–S–H.
IV.
(2) Elastic Properties
Experimental measurements of the elastic properties of
Baianus Sinus Al–tobermorite isolated from relict lime clasts
are described and then compared with theoretical models of
the bulk modulus of ideal tobermorite and C–S–H, to show
how pervasive aluminum substitution, measured through 29Si
MAS NMR studies (Fig. 3) influences material properties.
(A) Analytical
Results: The
pressure-normalized
volume data were fitted by a Birch-Murnaghan equation of
state,
7
3 h
P ¼ K0 ðV=V0 Þ 3
2
5
ðV=V0 Þ 3
i
3
1 þ ðK00
4
2
4Þ ðV=V0 Þ 3
1
where V is the unit cell volume, Vo is the initial unit cell
volume at ambient pressure, P is the applied pressure, K0 is
the bulk modulus at zero pressure, and K0′ is the derivative
of bulk modulus at zero pressure.66 A weighted linear leastsquares fit to the equation with fixed K0′ = 4 was applied to
consider both pressure and volume error.67 Strong X-ray
(110) at 3.08 A,
and (112) at
reflections for (002) at 11.49 A,
at ambient pressure indicate a high degree of crystal2.97 A
linity (Fig. 6). At ambient pressure the interlayer spacing is
where the numbers in parentheses here, and in
11.49(3) A,
Table II, are standard deviations from the measured experimental values. There are refined orthorhombic Imm2 lattice
b = 3.69(9) A,
and c = 22.87
parameters of a = 5.60(9) A,
and a computed bulk modulus, K0 = 55 5 GPa,
(6) A,
with R2 = 0.99 fitting convergence. With increasing pressure,
changes in a and b lattice parameters are small, but the c
lattice parameter contracts.
(B) Comparison with Models of Ideal Tobermorite:
Theoretical calculations indicate that the bulk modulus of
ideal tobermorite with condensed double-silicate-tetrahedra
chains, 67–74 GPa, should be less compressible than that
with independent single chains, 53–61 GPa (Table III).24–28
The measured bulk modulus of Baianus Sinus Al–tobermorite
(Table II) lies within the range of ab initio calculations for
ideal tobermorite with single silicate chains.24 However,
Q3(1Al), Q3(0Al), and Q3(2Al) bonding environments (Fig. 3)
indicate tetrahedral linkages across the silicate interlayer
and therefore, crystals with double-silicate-tetrahedra
chains.30,55,56 Al–O bond lengths are about 8%–10% longer
than Si–O bond lengths and Al–O binding energy is less than
Si–O,68 so pervasive Al3+ substitution for Si4+ in chain and
branching sites should result in weakened bonds at bridging
and branching sites, as shown by vibratory milling experiments16 and increased (002) interlayer spacing.18 Similarly,
Al3+ substitution in the defect tobermorite model17 should
Discussion
Measurements of the crystallographic parameters and bulk
modulus, K0, of Baianus Sinus Al-tobermorite (Figs. 6 and 7,
Table I and II) provide an exceptionally unique guidepost for predicting the long-term material properties of
Al-tobermorite as a cementitious binder. The aluminous,
orthorhombic form of the mineral with Ca/(Si + Al) = 0.8 in
the ancient concrete, has (002) interlayer spacing of 11.49
and experimentally measured bulk modulus,
(3) A
55 5 GPa, substantially higher than the C–A–S–H of slag
concrete69 but lower than ab initio calculations17 and molecular dynamic simulations27 for pure, ideal tobermorite. The
differences likely arise from the presence of additional
cations, Al3+ and small amounts of Na+ and K+ in the
Baianus Sinus Al-tobermorite crystal structure, in addition to
thermal vibration effects in the real crystals.70 The bonding
environments of Al3+ substitution for Si4+ in the crystal
lattice described by NMR studies indicate long silicate chain
lengths and pervasive tetrahedral cross-linkages of the silicate
interlayer with overall Q2/Q3 about 2.59 (Fig. 3). Long silicate
chain lengths and low Ca/(Si + Al) = 0.8 suggest a high degree
of polymerization and Si4+ binding energy, which typically
produce strong cement paste in conventional concretes.59 The
Al-tobermorite may have developed longer chain lengths over
time, similar to C–A–S–H in ground granulated blast-furnace
slag concretes.59 With heating, some crystals dehydrate and
riversidite structure (Fig. 2). This indicates a
collapse to a 9 A
crystal structure that evidently crystallized at low temperature,
<85°C, based on a thermal model of the Baianus Sinus breakwater,37 and remained stable at seawater temperatures for a
very long period of time, but may exhibit normal dehydration
behavior at the elevated temperatures of certain high-performance concrete applications.
The presence of Al-tobermorite in the matrix of the pumiceous mortar (Fig. 5) indicates that the crystals do not only
form in relict lime clasts but also act as a cementitious binder
in the ancient composite. The (002) interlayer spacing, about
11.27, is smaller than that of crystals in the relict lime clasts,
perhaps the result of a less aluminous compositions. Other
d-spacings and intensities are largely the same. Crystallization
of phillipsite on Al-tobermorite plates [Fig. 5(c)] indicates that
cementitious processes may continue after hydration of portlandite and the C–A–S–H binder, perhaps associated with
hydration of volcanic glass in the seawater environment.63 A
similar mineral assemblage developed in the 12-yr-old Surtsey
tuff, but at 70°C–150°C hydration temperatures [Fig. 5(d)].
Both Al-tobermorite and phillipsite have cation-exchange
capacities for heavy metals and radionucleides.9,10,22,23,71
The ancient Roman syntheses of Al-tobermorite in the seawater mortars have relevance to new advancements in environmentally friendly, high-performance concretes. For example,
8
Journal of the American Ceramic Society—Jackson et al.
the large interlayer spacing relative to ideal tobermorite,17,25–27
and the high, experimentally measured bulk modulus of the
aluminum-substituted crystals relative to C–A–S–H,69 are
particular properties that should inform future durability strategies based on the compositional aspects of a variety of
blended cementitious materials. In addition, the maritime concrete design mix contains <10 wt% lime,37 which is calcined at
850°C–900°C, far lower than the 1450°C required for OPC
clinker. This suggests that certain lime-based cementious composites formulated with pyroclastic rock may produce lower
CO2 emissions relative to OPC concretes, and also crystallize
Al-tobermorite under certain conditions. Furthermore, Al3+
and Na+ substituted tobermorite has the potential to sequester
cations such as cesium,23 and Al-tobermorite may contribute,
along with zeolite cements, to long-term clogging of pore space
in concrete waste repositories.72 Current efforts to encapsulate hazardous wastes in concrete containers have mainly considered blast-furnace slag cement designs, so the Roman
maritime concrete prototype, which developes both
Al-tobermorite and phillipsite (Fig. 5) may provide new
perspectives for experimentation with lime-pyroclastic rock
concrete designs. The investigations presented here, and the
proven durability of the ancient Roman seawater mortar formulation, suggest that volcanic tephra may be a viable alternative to inform the synthesis of crystalline Al-tobermorite and
potentially maximize silicate chain lengths, silicate binding
energy, and cation-exchange capabilities in exceptionally longlived cementitious systems.
IV.
Conclusions
Synchrotron-based high-pressure X-ray diffraction (HPXRD)
experiments show how pervasive alumina substitution for
silicon influences the elastic properties Al-tobermorite, isolated from a relict lime clast in a massive Roman concrete
breakwater, which was constructed with pyroclastic rock and
lime hydrated in the seawater in the Bay of Pozzuoli during
first century BCE. Al3+ in the chain and branching sites of a
double-silicate-tetrahedra chain crystal structure produced a
and a computed bulk
large interlayer spacing, 11.49(3) A,
modulus, K0 = 55 5 GPa, which is lower than theoretical
calculations of ideal tobermorite. This is, perhaps, because
Al3+ substitution for Si4+ produces increased interlayer
spacing and weakened bonds at bridging and branching sites.
However, K0 is substantially higher than experimental
measurements of modern C–A–S–H cementitious binder.
Al-tobermorite also occurs in the cementitious matrix of the
pozzolanic mortar, in association with phillipsite. The proven
endurance of the crystals in the seawater environment for
2000 yr indicates exceptionally high durability in a complex
pozzolanic concrete composite, on a par with the stable rock
forming cementitious minerals of the earth’s crust.
Acknowledgments
This research was supported by Award No. KUS-l1-004021, from King
Abdullah University of Science and Technology (KAUST). Data were acquired
at beamlines 12.2.2 and 12.3.2 at the Advanced Light Source at the Lawrence
Berkeley Laboratories, supported by the Director of the Office of Science,
Department of Energy, under Contract No. DE-AC02-05CH11231, and the
Advanced Nanofabrication Imaging and Characterization Laboratories at King
Abdullah University of Science and Technology. We thank CTG Italcementi
researchers and staff, especially B. Zanga, in Bergamo, Italy; G. Vola at Cimprogetti S.p.A., Dalmine, Italy; S. Clark at the 12.2.2 beamline; and N. Tamura
at the 12.3.2 beamline; and the ROMACONS drilling program: J. P. Oleson, C.
Brandon, R. Hohlfelder. T. Teague, D. Hernandez, C. Hargis, I. A. Delaney,
and B. Black provided research support. We thank J. G. Moore, M. Sintubin, G.
Sposito, P.-A. Itty, and J. Kirz for critical discussions, and three anonymous
reviewers whose comments improved the manuscript.
References
1
G. L. Kalousek and A. F. Prebus, “Crystal Chemistry of Hydrous Calcium
Silicates: III, Morphology and Other Properties of Tobermorite and Related
Phases,” J. Am. Ceram. Soc., 41 [4] 124–32 (1958).
2
D. S. Snell, “Review of Synthesis and Properties of Tobermorite, C-S-H(I),
and C-S-H Gel,” J. Am. Ceram. Soc., 58 [7–8] 272–95 (1975).
3
H. F. W. Taylor, “Proposed Structure for Calcium Silicate Hydrate Gel,”
J. Am. Ceram. Soc., 69 [6] 464–7 (1986).
4
P. Yu, R. J. Kirkpatrick, B. Poe, P. F. McMillan, and X. Cong, “Structure
of Calcium Silicate Hydrate (C-S-H): Near-, Mid-, and Far-Infrared Spectroscopy,” J. Am. Ceram. Soc., 82 [3] 742–8 (1999).
5
E. Bonaccorsi, S. Merlino, and A. R. Kampf, “The Crystal Structure of
(Plombierite), a C–S–H Phase,” J. Am. Ceram. Soc., 88 [3]
Tobermorite 14 A
505–12 (2005).
6
G. L. Kalousek, “Crystal Chemistry of Hydrous Calcium Silicates: I, Substitution of Aluminum in Lattice of Tobermorite,” J. Am. Ceram. Soc., 40 [3]
74–80 (1957).
7
S. Diamond, “Coordination of Substituted Aluminum in Tobermorite,”
J. Am. Ceram. Soc., 47 [11] 593–4 (1964).
8
S. Yamazaki and H. Toraya, “Determination of Positions of Zeolitic
Calcium Atoms and Water Molecules in Hydrothermally Formed AluminumSubstiqtuted Tobermorite-1.1 nm Using Synchrotron Radiation Powder
Diffraction Data,” J. Am. Ceram. Soc., 84 [11] 2685–90 (2001).
9
S. Komarneni and M. Tsuji, “Selective Cation Exchange in Substituted
Tobermorites,” J. Am. Ceram. Soc., 72 [9] 1668–74 (1989).
10
M. Tsuji, S. Komarneni, and P. Malla, “Substituted Tobermorites: 27Al
and 29Si MASNMR, Cation Exchange, and Water Sorption Studies,” J. Am.
Ceram. Soc., 74 [2] 274–9 (1991).
11
A. J. Qomi, F.-J. Ulm, R. Pellenq, and J.-M. Roland, “Evidence on the
Dual Nature of Aluminum in the Calcium-Silicate-Hydrates Based on Atomistic Simulations,” J. Am. Ceram. Soc., 95 [3] 1128–37 (2012).
12
T. Mitsuda, K. Sasaki, and H. Ishida, “Phase Evolution During Autoclaving Process of Aerated Concrete,” J. Am. Ceram. Soc., 75 [7] 1858–63 (1992).
13
J. Kikuma, M. Tsunashima, T. Ishikawa, S.-Y. Matsuno, A. Ogawa, K.
Matsui, and M. Sato, “In Situ Time-Resolved X-Ray Diffraction of Tobermorite Formation Process Under Autoclave Condition,” J. Am. Ceram. Soc., 93
[9] 2667–74 (2011).
14
N. Isu, K. Sasaki, H. Ishida, and T. Mitsuda, “Mechanical Property
Evolution During Autoclaving Process of Aerated Concrete Using Slag: I,
Tobermorite Formation and Reaction Behavior of Slag,” J. Am. Ceram. Soc.,
77 [8] 2088–92 (1994).
15
N. Isu, S. Teramura, H. Ishida, and T. Mitsuda, “Mechanical Property Evolution During Autoclaving Process of Aerated Concrete Using Slag: II, Fracture
Toughness and Microstructure,” J. Am. Ceram. Soc., 77 [8] 2093–6 (1994).
16
K. Sasaki, T. Masuda, H. Ishida, and T. Mitsuda, “Structural Degradation of Tobermorite During Vibratory Milling,” J. Am. Ceramic Soc., 79 [6]
1569–74 (1996).
17
R. Shahsavari, M. J. Buehler, R. J. M. Pellenq, and F.-J. Ulm, “FirstPrinciples Study of Elastic Constants and Interlayer Interactions of Complex
Hydrated Oxides: Case Study of Tobermorite and Jennite,” J. Am. Ceramic
Soc., 92 [10] 2323–30 (2009).
18
M. W. Barnes and B. E. Scheetz, “The Chemistry of Al-Tobermorite and
its Coexisting Phases at 175°C”; pp. 243–71 in Material Research Society Symposium Proceedings, Vol. 73, Specialty Cements with Advanced Properties, Edited by B. E. Scheetz, A. G. Landers, I. Oder and H. Jennings. Materials
Research Society, Warrendale, PA, 1991.
19
T. Mitsuda and H. F. W. Taylor, “Normal and Anomalous Tobermorites,” Miner. Magazine, 42, 229–35 (1978).
20
E. Bonaccorsi and S. Merlino, “Modular Microporous Minerals: CancriniteDavyne Group and C-S-H Phases,” Rev. Miner. Geochem., 57, 241–90 (2005).
21
S. Jakobsson and J. G. Moore, “Hydrothermal Minerals and Alteration
Rates at Surtsey Volcano, Iceland,” Geol. Soc. Amer. Bull, 97, 648–59 (1986).
22
S. Komarneni and D. Roy, “Tobermorites: A New Family of Cation
Exchangers,” Science, 221, 647–8 (1983).
23
S. Komarneni, E. Breval, M. Miyake, and R. Roy, “Cation-Exchange
Properties of (Al + Na)-Substituted Synthetic Tobermorites,” Clays Clay
Miner., 35 [5] 385–90 (1987).
24
Natural Tobermorite
S. A. Hamid, “The Crystal Structure of the 11A
Ca2.25[Si3O7.5(OH)1.5] 1H2O),” Z. Kristallogr., 154, 189–98 (1981).
25
S. Merlino, E. Bonaccorsi, and T. Armbruster, “The Real Structure of
Normal and Anomalous Forms, OD Character and Polytypic Modifica11A:
tions,” Eur. J. Miner., 13, 577–90 (2001).
26
A. Gmira, M. Zabat, R. Pellenq, and H. Van Damme, “Microscopic Physical Basis of the Poromechanical Behavior of Cement-Based Materials,”
Mater. Struct., 37, 3–14 (2004).
27
H. Manzano, J. S. Dolado, A. Guerrero, and A. Ayuela, “Mechanical
Properties of Crystalline Calcium-Silicate Hydrates: Comparison with Cementitious C-S-H Gels,” Physica Status Solidi (a), 204, 1775–80 (2007).
28
R. J. M. Pellenq, A. Kushima, R. Shahsavari, K. J. Van Vliet, M. J. Buehler, S. Yip, and F.-J. Ulm, “A Realistic Molecular Model of Cement
Hydrates,” Proc. Natl Acad. Sci., 106, 16102–7 (2009).
29
F. Massazza, “Pozzolana and Pozzolanic Cements”; pp. 471–632 in Lea’s
Chemistry of Cement and Concrete, 4th edition, Edited by P. C. Hewlett,
Arnold, London, 2004.
30
G. K. Sun, J. F. Young, and R. J. Kirkpatrick, “The Role of Al in
C–S–H: NMR, XRD, and Compositional Results for Precipitated Samples,”
Cem. Concrete Res., 36, 18–29 (2006).
31
B. Lothenbach, K. Scrivener, and R. D. Hooton, “Supplementary Cementitious Materials,” Cem. Concrete Res., 41, 217–29 (2011).
32
J. P. Oleson, C. Brandon, S. M. Cramer, R. Cucitore, E. Gotti, and R. L.
Hohlfelder, “The ROMACONS Project: A Contribution to the Historical and
Engineering Analysis of Hydraulic Concrete in Roman Maritime Structures,”
IJNA, 33, 199–229 (2004).
Properties of Al-Tobermorite
33
G. Vola, E. Gotti, C. Brandon, J. P. Oleson, and R. L. Hohlfelder,
“Chemical, Mineralogical and Petrographic Characterization of Roman
Ancient Hydraulic Concrete Cores From Santa Liberata, Italy, and Caesarea
Palestinae, Israel,” Per. Miner., 80, 317–38 (2011).
34
C. Stanislao, C. Rispoli, G. Vola, P. Cappelletti, V. Morra, and M. de
Gennaro, “Contribution to the Knowledge of Ancient Roman Seawater Concretes: Phlegrean Pozzolan Adopted in the Construction of the Harbour at
Soli-Pompeiopolis (Mersin, Turkey),” Per. Miner., 80, 471–88 (2011).
35
M. D. Jackson, G. Vola, D. Vsianský, J. P. Oleson, B. E. Scheetz, C.
Brandon, and R. L. Hohlfelder, “Cement Microstructures and Durability in
Ancient Roman Seawater Concretes”; pp. 49–76 in Historic Mortars,
Characteristics and Tests, Edited by J. Valek, C. Groot and J. Hughes,
Springer – RILEM, Berlin, 2012.
36
C. Brandon, R. L. Hohlfelder, and J. P. Oleson, “The Concrete Construction of the Roman Harbours of Baiae and Portus Iulius, Italy: The ROMACONS 2006 Field Season,” IJNA, 37, 374–92 (2008).
37
M. D. Jackson, S. R. Chae, S. R. Mulcahy, C. Meral, R. Taylor, P. Li,
A.-H. Emwas, J. Moon, S. Yoon, G. Vola, H.-R. Wenk, and P. J. M. Monteiro, “Unlocking the Secrets of Al-Tobermorite in Roman Seawater Concrete,”
Am. Miner., in press.
38
P. K. Mehta, Concrete in the Marine Environment. Elsevier, New York, 1991.
39
C. Langton and D. M. Roy, “Longevity of Borehole and Shaft Sealing
Materials: Characterization of Ancient Cement Based Building Materials,”
Mat. Res. Soc. Symp. Proc., 26, 543–9 (1984).
40
R. Sersale and P. G. Orsini, “Hydrated Phases After Reaction of Lime
with Pozzolanic Materials or with Blast Furnace Slag,” Proc. 5th Symp. Chem.
Cem., 4 [7] 114–21 (1969).
41
W. L. Chao, B. D. Harteneck, J. A. Liddle, E. H. Anderson, and D. T.
Attwood, “Soft X-ray Microscopy at a Spatial Resolution Better Than
15 nm,” Nature, 435, 1210–3 (2005).
42
S. Rehbein, S. Heim, P. Guttmann, S. Werner, and G. Schneider, “Ultra
High-Resolution Soft X-ray Microscopy with Zone Plates in High Orders of
Diffraction,” Phys. Rev. Lett., 103, 110801, 4pp (2009).
43
J. Yang, Y. Yhang, and W. Yin, “A Fast Alternating Direction Method
for TVL1-L2 Signal Reconstruction From Partial Fourier Data.hn IEEE,”
Select Topics Signal Process, 4, 288–97 (2010).
44
L. Pothuaud, P. Porion, E. Lespessailles, C. L. Benhamou, and P. Levitz,
“A New Method for Three-Dimensional Skeleton Graph Analysis of Porous
Media: Application to Trabecular Bone Architecture,” J. Microsc., 199 [2]
149–61 (2000).
45
G. Schneider, P. Guttmann, S. Rehbein, S. Werner, and R. Follath, “Cryo
X-ray Microscope with Flat Sample Geometry for Correlative Fluorescence
and Nanoscale Tomographic Imaging.,” J. Struct. Biol., 177, 212–23 (2012).
46
S. R. Chae, J. Moon, S. Yoon, S. Bae, P. Levitz, R. Winarski, and P. J.
M. Monteiro, “Advanced Nanoscale Characterization of Cement Based Materials Using X-ray Synchrotron Radiation: A Review,” Intl. J. Concrete Struct.
Mater., in press, DOI 10.1007/s40069-013-0036-1.
47
M. Han, S. Youssef, R. Rosenberg, M. Fleury, and P. Levitz, “Deviation
From Archie’s Law in Partially Saturated Porous Media: Wetting Film Versus
Disconnectedness of the Conducting Phase,” Phys. Rev. E, 79, 031127, 11pp
(2009).
48
P. Levitz, V. Tariel, V. , M. Stampanoni, and E. Gallucci, “Topology of
Evolving Pore Networks,” Eur. Phys. J. Appl. Phys., 60, 24202, 9pp (2012).
49
N. Tamura, M. Kunz, K. Chen, R. S. Celestre, A. A. MacDowell, and
T. Warwick, “A Superbend X-Ray Microdiffraction Beamline at the
Advanced Light Source,” Mat. Sci. Eng. A, 524, 28 (2009).
50
M. Kunz, A. A. MacDowell, W. A. Caldwell, D. Cambie, R. S. Celestre,
E. E. Domning, R. M. Duarte, A. E. Gleason, J. M. Glossinger, N. Kelez, D.
W. Plate, T. Yu, J. M. Zaug, H. A. Padmore, R. Jeanloz, A. P. Alivisatos,
and S. M. Clark, “A Beamline for High-Pressure Studies at the Advanced
Light Source with a Superconducting Bending Magnet as the Source,”
J. Synch. Rad., 12, 650–8 (2005).
51
H. K. Mao, J. Xu, and P. M. Bell, “Calibration of the Ruby Pressure
Gauge to 800 Kbar Under Quasi-Hydrostatic Conditions,” J. Geophys. Res.,
91, 4673–6 (1986).
52
A. P. Hammersley, S. O. Svensson, M. Hanfland, A. N. Fitch, and D.
Housermann, “Two-Dimensional Detector Software: From Real Detector to
Idealised Image or Two-Theta Scan,” High Pressure Res., 14, 235–48 (1996).
9
53
R. W. Cheary and A. A. Coelho, “Programs XFIT and FOURYA”, Deposited in CCP14 Powder Diffraction Library. Engineering and Physical Sciences
Research Council, Daresbury Laboratory, Warrington, England, 1996. http://
wwwccp14acuk/tutorial/xfit-95/xfithtm.
54
J. Laugier and B. Bochu, Cell Parameter Refinement Program From Powder Diffraction Diagram. CELREF. Version 3. Laboratoire des Materiaux et
du Genie Physique, Ecole Nationale Superieure de Physique de Grenoble
(INPG), France, 2002.
55
S. Merlino, E. Bonaccorsi, M. Merlini, F. Marchetti, and W. Garra,
and Its Synthetic Counterparts: Structural Relationships
“Tobermorite 11A
and Thermal Behaviour,” Miner. Adv. Mater.; pp. 37–44 in Minerals
as Advanced Materials I, Edited by S. Krivovichev. Springer-Verlag Berlin
Heidelberg, (2008).
56
S. Komarneni, R. Roy, D. Roy, C. A. Fyfe, G. J. Kennedy, A. A. Bothner-By, J. Dadok, and A. S. Chesnick, “27Al and 29Si Magic Angle Spinning
Nuclear Magnetic Resonance Spectroscopy of Al-Substituted Tobermorites,”
J. Mat. Sci., 20, 4209–14 (1985).
57
J. Houston, R. S. Maxwell, and S. A. Carroll, “Transformation of MetaStable Calcium Silicate Hydrates to Tobermorite: Reaction Kinetics and
Molecular Structure From XRD and NMR Spectroscopy.,” Geochem. Trans.,
10, 1–14 (2009).
58
J. Skibsted, H. Jakobsen, and C. Hall, “Direct Observation of Aluminum
Guest Ions in the Silicate Phases of Cement Minerals by 27Al MAS Spectroscopy,” J. Chem. Soc., 90, 2095–8 (1994).
59
I. G. Richardson and G. W. Groves, “The Incorporation of Minor and
Trace Elements into Calcium Silicate Hydrate (C-S-H) Gel in Hardened
Cement Pastes,” Cem. Concrete Res., 23, 131–8 (1993).
60
R. Taylor, I. G. Richardson, and R. M. D. Brydson, “Composition and
Microstructure of 20-Year-old Ordinary Portland Cement–Ground Granulated
Blast-Furnace Slag Blends Containing 0 to 100% Slag,” Cem. Concrete Res.,
40, 971–83 (2010).
61
W. Wieker, A.-R. Grimmer, A. Winkler, M. M€agi, M. Tarmak, and E.
11
Lippmaa, “Solid-State High-Resolution 29Si Spectroscopy of Synthetic 14A,
and 9 A
Tobermorites,” Cem. Concrete Res., 12, 333–9 (1992).
A,
62
L. B. Skinner, S. R. Chae, C. J. Benmore, H. R. Wenk, and P. J. M.
Monteiro, “Nanostructure of Calcium Silicate Hydrates in Cements,” Phys.
Rev. Lett., 104, 195–202 (2010).
63
G. D. Gatta, P. Cappelletti, N. Rotiroti, C. Slebodnick, and R. Rinaldi,
“New Insights into the Crystal Structure and Crystal Chemistry of the Zeolite
Phillipsite,” Am. Miner., 94, 190–9 (2009).
64
F. Massazza, “Concrete Resistance to Seawater and Marine Environment,” Il Cemento., 1, 3–25 (1985).
65
A. W. Walton and P. Schiffman, “Alteration of Hyaloclastites in the
HSDP 2 Phase 1 Drill Core: 1. Description and Paragenesis,” Geochem. Geophys. Geosys., 4 [5] 1–31 (2003).
66
F. Birch, “Finite Strain Isotherm and Velocities for Single-Crystal and
Polycrystalline NaCl at High Pressures and 300K,” J. Geophys. Res., 83,
1257–68 (1978).
67
B. C. Reed, “Linear Least-Squares Fits with Errors in Both Coordinates,”
Am. J. Phys., 57, 642–6 (1989).
68
C. T. Shannon, “Revised Effective Ionic Radii and Systematic Studies of
Interatomic Distances in Halides and Chalcogenides,” Acta Cryst. Section A,
32 [5] 751–67 (1976).
69
J. E. Oh, S. M. Clark, and P. J. M. Monteiro, “Does the Al Substitution
in C-S-H(I) Change Its Mechanical Property?” Cem. Concrete Res., 41, 102–6
(2011).
70
R. M. Wentzcovitch, Y. G. Yu, and Z. Wu, “Thermodynamic Properties
and Phase Relations in Mantle Minerals by First Principles Quasiharmonic
Theory,” Rev. Miner. Geochem., 7 1 59–98 (2010).
71
S. Komarneni, “Phillipsite in Cs Decontamination and Immobilization,”
Clays Clay Miner., 33 [2] 145–51 (1985).
72
L. Trotignon, V. Devallois, H. Peycelon, C. Tiffreau, and X. Bourbon,
“Predicting the Long Term Durability of Concrete Engineered Barriers in a
Geological Repository for Radioactive Waste,” Phys. Chem. Earth, Parts A/B/
C, 32 [1–7] 259–74 (2007).
h