AUTHORS and PAPERS for IS-Atlanta 2008
Natural Geomaterials and Reconstituted Soils
Stiffness characteristics of quick clays in Osaka Bay
Lohani, T. N., Fujiwara, T. and Iwasaki, Y. & Shibuya, S.
Engineering properties and a nonlinear consolidation model for soft soil in Pearl River Delta region
Li, Z. & Wei, X.
One-dimensional consolidation testing of lacustrine soil from Mexico City
Díaz-Rodríguez, J.A. & Martínez-Vásquez, J.J.
A stress-based definition for small-strain behavior of lightly overconsolidated clay
Tu, X., Finno, R.J. & Andrade, J.E.
Comparison of field and laboratory-derived shear wave velocity profiles in Bothkennar clay
Nash, D.F.T., Lings, M.L., Benahmed, N. & Sukolrat, J.
Characteristics of London clay: stiffness and influence of structure, a summary
Gasparre, A., Nishimura, S., Anh-Minh, N., Coop, M.R. & Jardine, R.J.
Simple shear testing of London clay in hollow cylinder apparatus
Nishimura, S., Jardine, R.J. & Brosse, A.
Effects of recent stress history on a stiff natural clay
Gasparre, A., Coop, M.R. & Jardine, R.J.
Evaluation of the degree of consolidation using laboratory and field seismic tests for soft clay deposits
Youn, J.U., Kim, J.T., Choo, Y.W. & Kim, D.S.
Stiffness parameters for a granite residual soil in Salgueiros station for Porto Metro
Topa Gomes, A., Viana da Fonseca, A. & Fahey, M.
Mechanical behaviour of a pyroclastic soil at low confining stress
Parlato, A. & Santucci de Magistris, F.
Small-strain stiffness of the Pampeano Formation
Sfriso, A., Sagüés, P., Quaglia, G., Quintela, M. & Ledesma, O.
Effect of plastic fines on the small strain stiffness of sand
El Mohtar, C.S., Santagata, M., Bobet, A., Drnevich, V.P. & Johnston, C.
Consolidation behavior of reconstituted soils at small strain rate
Tsutsumi, A. Tanaka, H. & Kawaguchi, T.
Cemented and Stabilized Soils
Investigations of the cemented sand behavior using the DEM simulations
Wang, Y.H., Leung, S.C. & Mok, C.M.B.
Cemented soils: small strain behavior
Rinaldi, V.A. & Santamarina, J.C.
Effect of cementation on small-strain shear modulus of sand
Lee, M.J., Choo, H., Choi, S.K., Lee, J.S. & Lee, W.
The deformation characteristic and the strength of cement-treated Khon Kaen loess
Punrattanasin, P.
Laboratory determination of small-strain moduli in stabilized soils
Åhnberg, H. & Holmén, M.
Small strain dynamic properties of colloidal silica gel and sand mixtures
Spencer, L.M. & Rix, G.J.
Cement-sand dosed by Vv/Vce factor
Caberlon, R.C., Consoli, N.C., & Viana da Fonseca, A.J.P.
Using Gmax measurements to monitor degradation of an artificially cemented sand
Mohsin, A.K.M. & Airey, D.W.
Mechanical behaviour of 11-year old contaminated cement-bentonite material
Joshi, K., Ng, M.Y.A. & Soga, K.
Effect of laboratory sample-reconstitution method on the stiffness, strength parameters and envelope of cement-mixed silts
Lo Presti, D. & Squeglia, N.
Subsidence prediction of compacted subgrade soil (Kanto loam soil) using cyclic traffic loading experiments
Minagata, H., Yoshizaki, K., Hagiwara, N. & Akagi, H.
Mechanical properties of compacted loam soils in old traffic embankments
Kuwano, J., Younus Ali, M. M., Kusaka, H. & Tannai, M.
Yielding and critical state behaviour of a compacted alluvial silt
Cantasale, M. & Russo, G.
Instability and Localization
Predictions of static liquefaction susceptibility
Ellison, K. C. & Andrade, J. E.
Shear band and strength of crushable agglomerates in direct shear box simulations of discrete element method
Cheng, Y.P., Peng, Q. & Hughes, L.
Strain localization characteristics of dense Toyoura sand in plane strain compression tests under different confining pressures
Tsutsumi, Y., Koseki, J. & Sato, T.
Fracture zone formation of cement-treated sand in plane strain compression tests
Namikawa, T. & Koseki, J.
Application of digital image analysis to displacement measurements of sand particles in shear zone
Yamamoto, H.
Imaging-based evaluation of material heterogeneity and its impact on strain localization in sand
Rechenmacher, A.L. & Abedi, S.
The influence of intense fissuring on the compression behaviour of two Italian clays
Cotecchia, F., Vitone, C. & Santaloia, F.
Effect of pore pressure and overconsolidation on the shear behaviour of clay-infilled rock joints
Indraratna B., Oliveira D. A. F. & Jaynathan M.
The in-situ stiffness of the sliding layer in a creeping landslide
Puzrin, A. M., Messerklinger, S., & Schmid, A.
Prediction of surface settlement due to the displacement of soft zones
Li, W. T.
Rheology, Strain Rate, and Aging
Rate-dependent stress-strain behaviour of clay in one-dimensional compression and its simulation
Kongkitkul, W., Kawabe, S., Hirakawa, D., Tatsuoka, F. & Kamijo, A.
Effect of creep on dynamic shear stiffness of two strata of Chicago clay
Jung, Y.-H., Cho, W. & Finno, R.J.
Shear rate effects on undrained behavior of natural sedimentary clay at Kobe Airport
Jung, M.S., Shibuya, S. & Chae, J.G.
Strain-rate-dependent compressibility of a Pleistocene clay layer subjected to land reclamation in Kobe
Fujiwara, T., Shibuya, S., Lohani, T.N., Takayama, K., & Hasegawa, N.
Deformation behavior of clay-water suspensions from rheological tests
Santagata, M., Dalmazzo, D. & Santagata, E.
Simulating rate-dependent stress-strain behaviour of natural clay in undrained triaxial test
Shibuya, S. & Jung, M.S.
Modelling of ageing effects on the elasto-viscoplastic stress-strain behaviour of geomaterials
Tatsuoka, F., Sano, Y., Iguchi, Y., Kume, H., Kongkitkul, W. & Di Benedetto, H.
Viscous property of Toyoura sand in direct shear for a wide range of strain rate
Duttine, A., Kongkitkul, W., Lee, J., Tatsuoka, F. & Hirakawa, D.
Time-dependent behaviour of tunnels in sandstone
Chen, R. & Small, J.C.
Interpreting natural aging effects on liquefaction properties of sands based on small strain characteristics
Kiyota, T., Koseki, J. & Sato, T.
Viscous behaviour of dry sand: different experimental loading paths and general modeling
Di Benedetto, H., Blanc, M., Ezaoui, A. & Geoffrroy, H.
Viscous properties of round granular materials in drained triaxial compression
Kawabe, S., Maeda, Y., Tobisu, Y., Hara, D., Tatsuoka, F. & Ohta, A.
Unsaturated Soils and Frozen Geomaterials
Evaluation of modulus for unsaturated compacted soils with post-compaction variation in matric suction
Seo, W.S., Lee, S.H., Choo, Y.W. & Kim, D.S.
Anisotropy stiffness of unsaturated residual and saprolitic soils from a granodiorite, at very small strains
Pineda-Jaimes, J.A. & Colmenares, J.E.
Triaxial compression test for unsaturated sandy soil using image processing technique
Qiao, H., Nakata Y., Hyodo M. & Kikkawa, N.
Measurement of shear modulus for unsaturated silt under one dimensional consolidation state
Kato, S., Shibuya, S., Kim, B.Y. Chae, J.G. & Lohani, T.N.
Small strain behaviour of a pyroclastic soil in unsaturated conditions
D’Onza ,F., d’Onofrio, A. & Mancuso C.
Shear strength of methane hydrate bearing sand and its deformation during dissociation of methane hydrate
Hyodo, M., Nakata, Y., Yoshimoto, N. & Yoneda, J.
Influence of freeze-thaw action on mechanical behavior of saturated crushable volcanic soil
Ishikawa, T., Miura, S. Ito, K. & Ozaki, Y.
Soil properties of the gas hydrate-bearing sediments in Lake Baikal
Kataoka, S., Yamashita, S. Suzuki, T. & Nishio, S.
Anisotropy
Inherent and induced anisotropy of three natural sedimentary clays reflecting on the elastic shear modulus
Kawaguchi, T., Yamashita, S., Kataoka, S., Shibuya, S. & Kawajiri, S.
Experimental finding on the parameter that controls the isotropic and anisotropic yielding of clay
Fukuda, F.
Elastic stiffness anisotropy of clay samples radially compressed along different stress ratio triaxial paths
Mitaritonna G., Amorosi A. & Cotecchia F.
Modeling of anisotropic undrained compression behavior of heavily overconsolidated clays
Likitlersuang, S., Apriadi, D. & Yimsiri, S.
Anisotropic deformational behaviour of collapsible compacted soils: experimental evidence and modeling
Jommi C., Cattaneo F. & Romero E.
DEM study of effects of soil fabric on anisotropic behavior of sands
Yimsiri, S. & Soga, K.
Soils with Inclusions
DEM analysis of 2D fibre-reinforced granular soils
Maeda, K. & Ibraim, E.
Effect of sample preparation on the behaviour of fibre reinforced sands
Diambra, A., Ibraim, E., Muir Wood, D., Bennanni, Y. & Russell, A.R.
Measurement of soil-grid interaction in pullout
Mulabdić, M. & Minažek, K.
Experimental study of deformation effect on geosynthetic-soil interaction
Zhang, Y.Z., Han, J. and Parsons, R.L.
Field tests and numerical analyses on behavior of the ground in front of single piles subjected to lateral loading
Takahashi, H., Ohya, T., Sato, H., Tanabe, S., & Tani, K.
Numerical study on stone columns reinforcement system
Etezad, M. & Hanna, A. M.
Scale and Spatial Variability
Spatial heterogeneity: Emergent phenomena under K0 loading conditions
Kim, H.-K. & Santamarina, J.C.
A multiscale framework for modeling geomaterials
Andrade, J.E., Tu, X. & Finno, R.J.
Modeling the elastic behavior of granular materials by homogenization techniques
Hicher, P.-Y. & Chang, C.
A re-evaluation of the Fourier descriptor approach to quantifying sand particle geometry
Fonseca, J. & O’Sullivan, C.
Laboratory Methods – Small Strain
Bender elements: bad source – good receiver
Pallara O., Mattone M. & Lo Presti D.C.F.
Evaluation of the small-strain shear modulus using two bender-receivers and a controlled external source
Camacho-Tauta, J., Santos, J. & Viana da Fonseca, A.
Development of an S-wave measurement system for laboratory specimens
Maqbool. S. & Koseki. J.
Experimental observations relative to repeatability of wave propagation tests
Dano, C. & Sharifipour, M.
Development of a PC-based bender element system for shear wave measurements in soft soil
LaRochelle, E.P., Schmalz, D.A., Sheahan, T.C, Landon, M.M. & DeGroot, D.J.
Stiffness measurements by cyclic loading, trigger accelerometer, and bender element on sand & gravel
Wicaksono, R.I., Tsutsumi, Y., Sato, T., Koseki, J., & Kuwano, R.
Evaluation of first mode of vibration, base fixity, and frequency effects in resonant-column testing
Khan, Z., Cascante, G., El Naggar, H., & Lai, C.
Small strain stiffness of coarse granular materials measured by wave propagation
Kuwano, R., Wicaksono, & R.I, Mulmi, S.
Seismic wave measurements on residual soil from granite in a new true triaxial apparatus
Ferreira, C., Viana da Fonseca, A. & Fahey, M.
Laboratory Methods – Large Strain
Measuring shear strain in a hollow cylinder apparatus using electrolevel-inclinometer gages
O'Kelly, B.C. & Naughton, P.J.
Quasi-elastic bulk modulus of sand based on volume change and local deformation measurement of hollow cylindrical specimen
De Silva, L.I.N., Koseki, J., Sato, T., Kiyota, T., & Honda, T.
A new loading device for true triaxial testing of soils and geofoam in large deformation
Yin, J. and Kumruzzaman, Md.
Evaluation of a miniature triaxial apparatus
Airey, D.W.
Use of proximity transducers for local radial strain measurements in a hollow cylinder apparatus
O'Kelly, B.C. & Naughton, P.J.
Deformation characteristics of dry Toyoura sand in large cyclic torsional loading and their modeling
HongNam, N. & Koseki, J.
Dynamic tracking of hydraulically induced claystone degradation
Pineda, J.A., Arroyo, M., Romero, E. & Alonso E.E.
Field Methods
Combined active-passive surface wave measurements at five sites in the western and southern US for near-surface site characterization
Yoon, S. & Rix, G. J.
Small strain stiffness degradation of soft clays due to perfect sampling disturbance
Landon, M.M. & DeGroot, D.J.
Correlation between light falling weight deflectometer results and laboratory measured elastic response of unbound materials
Coleri, E., Guler, M., Avsar, C., Gungor, A.G. & Ozay, O.
Estimation of in situ shear modulus as a function of level of shear strain
Ahn, J., Biscontin, G. & Roesset J.M.
Correlation of small strain shear modulus for Busan clay using CPT and DMT
Hong, S.J., Yoon, H.K., Lee, J.S. & Lee, W.
Improved shear wave measurements using autoseis sources
Mayne, P.W. & McGillivray, A.V.
Estimation of Mohr-Coulomb strength parameters by using plate loading and borehole loading tests
Arai, K. & Tsuji, S.
In-situ triaxial test method in shallow and deep ground
Tani, K., Taheri, A. & Okada, T.
Field determination of stress-strain relations of clay till
Larsson, R. & Bengtsson, P.-E.
Determination of the degree of consolidation of reclaimed site on deep soft Mahakam deltaic soils using CPTu
Rahardjo, P.P., Anggoro, B.W., Yakin, Y.A. & Darmawan, H.
Experimental measurement of the coefficient of earth pressure at rest of coarse grained materials
Flora A. & Lirer S.
Analytical and Numerical Methods
Specimen generation approaches for DEM simulations
Barreto, D., O’Sullivan, C. & Zdravkovic, L.
A discrete numerical study of the effect of loading conditions on granular material response
Evans, T.M. & Zhao, X.
A constitutive model for deformation of granular media under rotation of principal stress axes
Lashkari, A.
A new elasto-plastic model with consideration of grain breakage
Hu, W., Dano, C. & Hicher, P.-Y.
Computational-experimental framework for interpretation of diverse soil behavior from triaxial tests
Hashash, Y. M.A., Qingwei Fu, Q. & Ghaboussi, J.
Footing stress-displacement response using small-strain modulus
Elhakim, A.F. & Mayne, P. W.
Keynote Lectures
Full-field measurements: a new tool for laboratory experimental Geomechanics
Viggiani, G. & Hall, S.A.
Shear and tensile properties of cement-treated sands and their application to mitigation of liquefaction-induced damage
Koseki, J., Tsutsumi, Y., Namikawa, T., Mihira, S., Salas-Monge, R., Sano, Y., & Nakajima, S.
Critical states and soil modeling
Muir Wood, D.
Effects of soil spatial variability on liquefaction resistance: Experimental and theoretical investigations
Popescu, R.
Effects of stress history on the stiffness of a soft clay
Santagata, M.
Importance of small strain response to prediction of large scale behavior in sand
Shuttle, D.A.
Settlement prediction for footings on sand
Lehane, B.M., Doherty, J.P. & Schneider, J.A.
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