Deformation Characteristics of Geomaterials: Proceedings of the Third International Symposium on Deformation Characteristics of Geomaterials : IS Lyon 2003 : 22-24 September 2003, Lyon, France PDF
Preview Deformation Characteristics of Geomaterials: Proceedings of the Third International Symposium on Deformation Characteristics of Geomaterials : IS Lyon 2003 : 22-24 September 2003, Lyon, France
09054-prelims.qxd 07/14/2003 16:13 PM Page I DEFORMATION CHARACTERISTICS OF GEOMATERIALS Copyright © 2003 Swets & Zeitlinger B.V., Lisse, The Netherlands 09054-prelims.qxd 07/14/2003 16:13 PM Page III PROCEEDINGS OF THE THIRD INTERNATIONAL SYMPOSIUM ON DEFORMATION CHARACTERISTICS OF GEOMATERIALS, IS LYON 2003, 22–24 SEPTEMBER 2003, LYON, FRANCE Deformation Characteristics of Geomaterials Edited by H. Di Benedetto, T. Doanh, H. Geoffroy & C. Sauzéat Département Génie Civil et Bâtiment (DGCB, CNRS), Ecole Nationale des Travaux Publics de l’Etat, Vaulx-en-Velin, France A.A. BALKEMA PUBLISHERS LISSE/ ABINGDON/ EXTON(PA) / TOKYO Copyright © 2003 Swets & Zeitlinger B.V., Lisse, The Netherlands 09054-prelims.qxd 07/14/2003 16:13 PM Page IV Copyright © 2003 Swets & Zeitlinger B.V., Lisse, The Netherlands All rights reserved. No part of this publication or the information contained herein may be reproduced, stored in a retrieval system, or transmitted in any form or by any means, electronic, mechanical, by photocopying, recording or otherwise, without written prior permission from the publisher. Although all care is taken to ensure the integrity and quality of this publication and the information herein, no responsibility is assumed by the publishers nor the authors for any damage to property or persons as a result of operation or use of this publication and/or the information contained herein. Published by: A.A. Balkema, a member of Swets & Zeitlinger Publishers www.balkema.nl and www.szp.swets.nl Book (cid:2)CD-ROM: ISBN 90 5809 604 1 CD-ROM: ISBN 90 5809 628 9 Printed in The Netherlands Copyright © 2003 Swets & Zeitlinger B.V., Lisse, The Netherlands 09054-prelims.qxd 07/14/2003 16:13 PM Page V Defor Table of Contents Foreword XV Introduction XVII Organisation XIX Discussion Session 1: Testing and apparatus (lab and in-situ, data acquisition) Essais et appareils (de laboratoire et in-situ, acquisition de données) Measurement of material damping with bender elements in triaxial cell 3 L. Karl, W. Haegeman, L. Pyl & G. Degrande Applications of multistation surface wave testing 13 S. Foti & M. Fahey An innovative facility to measure shear-wave velocity in centrifuge and 1-g models 21 M.A. Ismail & Y. Hourani Development of measuring method for axial and lateral strain distribution using CCD sensor in triaxial test 31 M. Kishi & K. Tani Monitoring displacement distribution within the rock mass during a plate load test 37 A.B. Huang, J.J. Liao, I.W. Pan & C.P. Lin Characterization of deformation process of CPT using X-ray TV imaging technique 43 T. Kobayashi & R. Fukagawa Sample disturbance of soft organic Oostvaardersplassen clay 49 E.J. Den Haan A non-resonance method for dynamic soil properties 57 G.J. Rix & J. Meng Linear dynamic properties of sandy and gravelly soils from large-scale resonant tests 63 F.-Y. Menq & K.H. Stokoe, II Automating G measurement in triaxial tests 73 max A.K.M. Mohsin & D.W. Airey Derived stress–strain–strength of clays from seismic cone tests 81 A.F. Elhakim & P.W. Mayne Vieillissement des sols reconstitués utilisés sur les modèles physiques en centrifugeuse Ageing of remoulded soils used in geotechnical centrifuge modelling 89 L. Thorel, C. Gaudin, G. Rault & J. Garnier A fundamental study on the strength measured by in-situ rock shear tests 97 T. Nishiyama & T. Hasegawa V Copyright © 2003 Swets & Zeitlinger B.V., Lisse, The Netherlands 09054-prelims.qxd 07/14/2003 16:13 PM Page VI Experimental characterization of multi-directional cyclic p–y response of soft clay 105 J.M. Mayoral, J.M. Pestana & R.B. Seed Microscopic observation of shear behavior of granular material 113 I. Towhata & C.-E. Lin Behaviour of a tropical residual soil 119 T. Sivadass, C.Y. Lee & M.S.A. Karim Interpretation of side-mounted bender element results using phase shift and group velocity 127 M. Theron, C.R.I. Clayton & A.I. Best A new temperature controlled triaxial apparatus 133 C. Cekerevac, L. Laloui & L. Vulliet Discussion Session 2: Characterisation I (small and medium strain behaviour, anisotropy, interface, permeability) Caractérisation I (domaine des petites et moyennes déformations, anisotropie, interface, perméabilité) Identification et prévision du gonflement des sols expansifs 141 A. Bekkouche, A. Djedid & S.M. Aissa Mamoune Stiffness of Onsøy clay 151 M. Long & T. Lunne Continuous loading oedometer testing on three Swiss lacustrine clays 159 J.G. Trausch, C. Basler, T. Weber & S.M. Springman Cyclic deformation characteristics of cemented calcareous soil 169 S.S. Sharma & M. Fahey Multiscale analysis of the shear behaviour of soil–inclusion interfaces 179 B. Baylac, S. Masson, J. Martinez & M. Hellou Effects of fabric anisotropy and stress condition on small strain stiffness of sands 187 S. Yamashita, T. Hori & T. Suzuki Change in microstructure of Pleistocene clays due to one-dimensional consolidation 195 F. Rito, N. Ohmukai, H. Tanaka & M. Tanaka Judging fabric bonding of natural sedimentary clay 203 D.J. Li, S. Shibuya, T. Mitachi & T. Kawaguchi Evaluation of deformation modulus of clay at small strains based on isotropic elasticity 211 T. Kawaguchi, T. Mitachi, S. Shibuya & S. Sato Experimental behaviour of Parco del Cilento silty sand under different loading histories 221 F. Santucci de Magistris & A. Parlato Sand–structure interface behaviour under cyclic loading from constant normal stiffness direct shear tests 231 V.N. Ghionna, G. Mortara & G.P. Vita Frictional behaviour between clay and steel by direct shear type apparatus 239 D.A. Sun, H. Matsuoka, K. Morichi, Y. Tanaka & H. Yamamoto Cyclic triaxial tests on residual deformation and small strain properties of soft rocks 247 J. Koseki, H. Indou & K. Hayano VI Copyright © 2003 Swets & Zeitlinger B.V., Lisse, The Netherlands 09054-prelims.qxd 07/14/2003 16:13 PM Page VII A comparative study on shear modulus and damping ratio of cohesive soil from laboratory tests 257 A. Cavallaro, G. Lanzo, A. Pagliaroli, M. Maugeri & D.C.F. Lo Presti Small strain stiffness from in situ and laboratory tests for the city of Noto soil 267 A. Cavallaro, M. Maugeri & A. Ragusa Modelling quasi-elastic deformation properties of sand 275 N. HongNam & J. Koseki The anisotropy of Leighton Buzzard sand under general stress conditions 285 P.J. Naughton & B.C. O’Kelly Resilient modulus of hydraulic mechanically stabilized slag base-course material 293 N. Yoshida, Y. Sugisako, H. Nakamura & E. Hirotsu Variation of experimental results of oedometer testing due to the changes of pore fluid 299 V.R. Ouhadi & M. Sedighi Anisotropic deformation properties of dense granular soils by large-scale true triaxial tests 305 L. AnhDan & J. Koseki Small-strain stiffness anisotropy: relationship between continuum model and micromechanics model 313 S. Yimsiri & K. Soga Effect of average straining rate on shear modulus at small cyclic strains 321 M. Vucetic, K. Tabata & L. Matesic Small strain behaviour of a lime-treated silty sand 329 A. D’Onofrio & A. Penna Influence of compaction variables on the small strain behaviour of a clayey silt 337 A. D’Onofrio & A. Penna Permanent deformation behavior of airport pavement granular layers 345 E. Tutumluer & I.T. Kim Dynamic and cyclic loadings on sands: results and modelling for general stress–strain conditions 353 H. Geoffroy, H. Di Benedetto, A. Duttine & C. Sauzéat Effect of strain rate on the behaviour of dry sand 365 D. Pham Van Bang & H. Di Benedetto Stiffness and damping parameters for 1D non-linear seismic response analysis 375 D.C.F. Lo Presti & O. Pallara Comparison of shear wave velocity measurements in different materials using time and frequency domain techniques 381 P.D. Greening, D.F.T. Nash, N. Benahmed, C. Ferreira & A. Viana da Fonseca A study on skin friction properties of SIP by direct shear tests 387 B.S. Chun, H.S. Lim & J.K. Choi On the resilient modulus and permanent deformation characteristics of stabilized recycled aggregates 393 C.T. Gnanendran Shear modulus and damping of natural sands 401 Th. Tika, P. Kallioglou, A. Papadopoulou & K. Pitilakis A study of the effect of wave velocity on solubility of limestone and chalk 409 H. Sadeghi & F. Khosravi Stress–strain relationship for weak rocks 415 A. Nassif VII Copyright © 2003 Swets & Zeitlinger B.V., Lisse, The Netherlands 09054-prelims.qxd 07/14/2003 16:13 PM Page VIII Discussion Session 3: Characterisation II (large strain behaviour, time effects) Caractérisation II (grandes déformations, effets du temps) Laboratory characterization of Hostun RF sand at very low confining stresses 423 O. Gay, L. Boutonnier, P. Foray & E. Flavigny Time-dependent stress–strain behavior of natural soft clay 431 D.M. Zhang, P.Y. Hicher & H.W. Huang Effect of simultaneous consolidation and creep on interpretation of test results 437 A. Krogsbøll & N. Foged Strength and deformation characteristics of a saturated residual soil profile 443 R.M. Reis, O.M. Vilar & R.F. Azevedo The dilatant behaviour of overconsolidated clays 451 G. Scarpelli, E. Sakellariadi & V.M.E. Fruzzetti Stress–dilatancy relationship of various granular materials obtained by the newly developed in-situ direct shear tests 461 S.H. Liu & H. Matsuoka The omnipresence of localizations in particulate materials 465 J.C. Santamarina & G.C. Cho Some factors affecting deformation and strength of coal ash 475 S. Shibuya, T. Mitachi, T. Kawaguchi & H. Ogasawara Quantitative assessment of thermal acceleration of time effects in one-dimensional compression of clays 479 M. Shimizu Pre-failure behaviour of a sandstone residual soil 489 F.B. Martins, A.V.D. Bica & L.A. Bressani Experimental investigation and constitutive modelling of pre-failure deformation of a very densely compacted gravel 497 G. Modoni, A. Flora, L.Q. Anh Dan & F. Tatsuoka Basic research on mechanism of the residual strength of clay 505 M. Okawara & T. Mitachi Effect of K -condition on liquefaction characteristics of saturated sand 511 0 S. Sawada, Y. Takeshima & T. Mikami Effect of anisotropy on drained and undrained shear behavior of in-situ sandy soils 519 M. Hatanaka, A. Uchida & Y. Taya Undrained monotonic and cyclic behaviour of a coarse sand from undisturbed and reconstituted samples 527 V.N. Ghionna & D. Porcino Normalization of stress–strain relationship for aged and cemented natural clay 535 Y. Watabe, M. Tanaka, T. Tsuchida & H. Tanaka Impact du temps de vieillissement sur les caractéristiques rhéologiques et physico mécaniques des ciments allégés destinés à la cimentation pétrolière 545 M. Khodja(née Saber), M. Khodja, T. Bouziani, C. Kasdi & A. Benmounah Estimation du comportement mécanique de formations superficielles instables 551 B. Martins-Campina, J. Riss, R. Fabre & B. Clément VIII Copyright © 2003 Swets & Zeitlinger B.V., Lisse, The Netherlands 09054-prelims.qxd 07/14/2003 16:13 PM Page IX Significance of viscous effects in the development of residual strain in cyclic triaxial tests on sand 559 D.-H. Ko, H. Itou, F. Tatsuoka & T. Nishi Viscous effects coupled with ageing effects on the stress–strain behaviour of cement-mixed gravel 569 L. Kongsukprasert & F. Tatsuoka Viscous stress–strain properties of undisturbed Pleistocene clay and its constitutive modelling 579 N. Komoto, F. Tatsuoka & T. Nishi Residual deformations by creep and cyclic loading of reinforced-gravel backfill and their relation 589 D. Hirakawa, Y. Shibata, T. Uchimura & F. Tatsuoka Shear banding characteristics in plane strain compression of granular materials 597 M. Oie, N. Sato, Y. Okuyama, T. Yoshida, T. Yoshida, S. Yamada & F. Tatsuoka Shear banding characteristics of granular materials and particle size effects on the seismic stability of earth structures 607 Y. Okuyama, T. Yoshida, F. Tatsuoka, J. Koseki, T. Uchimura, N. Sato & M. Oie Viscous stress–strain behaviour of clay under unloaded conditions 617 J.Z. Li, F. Tatsuoka, T. Nishi & N. Komoto Effects of ageing and viscosity on the stress–strain behaviour of cement-mixed soft clay 627 M. Sugai, F. Tatsuoka & T. Uchimura Strength and deformation characteristics of cement-mixed gravel for engineering use 637 T.N. Lohani, L. Kongsukprasert, F. Tatsuoka & K. Watanabe Viscous effects on the shear yielding characteristics of sand and its modelling 645 H. Nawir, F. Tatsuoka & R. Kuwano Experimental study of sand behaviour at low stresses 655 L. Lancelot, I. Shahrour & M. Al Mahmoud Strength and stress–strain behaviour of saprolitic granite soils from Guarda – sampling effects 663 C.M.G. Rodrigues & L.J.L. Lemos Modelling in triaxial cells of the behavior of a soil of a retaining structure 669 C. Gaudin, J.L. Thorel, J. Garnier & J.-F. Serratrice Shear characteristics of the reconsolidated clay remolded under low water content 677 N. Yagi, R. Yatabe, N.P. Bhandary & M. Fujiwara Strength characteristics of cement-mixed gravel evaluated by large triaxial compression tests 683 K. Watanabe, M. Tateyama, G.-L. Jiang, F. Tatsuoka & T.N. Lohani Pre-failure behaviour of the tropical clay soils of Dhaka, Bangladesh 695 D.G. Toll & A.T.M.S. Hossain Effect of water on particle breakage for decomposed granite soils 701 Y. Nakata, M. Hyodo, H. Murata, A.F.L. Hyde & T.G. Ham Effect of particle characteristics on drained shear properties of sand 707 Y. Kato, Y. Nakata, M. Hyodo & H. Murata Effects of structural bonding and particle physical property on one-dimensional compression behaviour of bonded granular geomaterials 715 D. Katsuki, Y. Nakata, M. Hyodo, N. Yoshimoto & H. Murata The role of fines in the flow deformation and liquefaction of a volcanic soil Shirasu 721 M. Hyodo, Y. Nakata, N. Yoshimoto, A.F.L. Hyde & T. Okabayashi IX Copyright © 2003 Swets & Zeitlinger B.V., Lisse, The Netherlands 09054-prelims.qxd 07/14/2003 16:13 PM Page X The effects of stress path history on the undrained behavior of saturated loose sands 729 Z. Finge, S. Boucq & T. Doanh Strain localization extent in sand under drained triaxial tests 737 K. Suzuki & T. Yamada Deformation behaviour of anisotropic and isotropic compacted soils due to wetting 743 E. Romero, A. Gens, A. Lloret & M. Barrera Evaluation of the macr(cid:2)ostructure influence on compressibility tests results 751 C. Ciurea & A. Chirica The effects of total stress path’s direction on stress–strain–strength characteristics of soft marine Bangkok clay 757 S. Sambhandharaksa, W. Aimdee & Y. Kurojjanawong Assessment of mechanical behaviour of rockfill materials using triaxial and direct shear tests 767 M.H. Tofigh Rayhani An experimental investigation of creep processes in a crushable sand 773 A. Gasparre, M.R. Coop & F. Cotecchia Experimental study of the mechanical behavior of plastic concrete by triaxial apparatus 779 A. Mahboubi & A.M. Ajorloo Behavior of loose sand at very high strain rates 785 J.A. Yamamuro & A.E. Abrantes Discussion Session 4: Integrated ground behaviour (prediction by numerical methods of physical model or field behaviour) Comportement des ouvrages (prédiction par méthodes numériques du comportement d’ouvrages ou de modèles physiques) Progressive failure and scale effect of anchor problem in two-layered sand 793 T. Sakai & T. Tanaka Prediction of deformation of soft rock foundations for embankment dams considering nonlinear deformability 799 Y. Yamaguchi, T. Akamatsu & N. Okabe Deformation behavior of structure-sand deposits subjected to cyclic loading and FE analysis 809 S. Yokohama, S. Miura & S. Kawamura Ultimate bearing capacity of shallow foundations and contained yielded zone 817 Y. Kobayashi Laboratory test of bearing capacity of model pile with nodes 825 Y. Iwasaki, J. Nagaya, S. Yao & A. Ito A field study of induced slope failure in poorly cemented rock 833 Y.-W. Pan, C.-P. Lin, J.-J. Liao & A.-B. Huang Dynamic behavior of railroad ballast in shaking table tests 841 T. Ishikawa & E. Sekine X Copyright © 2003 Swets & Zeitlinger B.V., Lisse, The Netherlands 09054-prelims.qxd 07/14/2003 16:13 PM Page XI Stiffness values and deformation behaviour of soil for the settlement analysis of foundation 849 R. Berardi & R. Bovolenta Behaviour of near-saturated soils under cyclic wave loading 857 R. Schwab & H.-J. Köhler Three-dimensional consolidation of clay ground improved by vertical drain 863 W.-J. Baek, T. Moriwaki & Y. Kikuchi Implementation of a time-dependent constitutive model “TESRA” into the nonlinear FEM scheme 873 M.S.A. Siddiquee, F. Tatsuoka & T. Tanaka Class “A” footing response prediction from seismic cone tests 883 P.W. Mayne Estimation of the horizontal resistance of a rubble mound based on the results of an inverse analysis with in-situloading tests on piles 889 N. Kobayashi, Y. Yoshitake, A. Murakami & Y. Kikuchi Horizontal loading of piles: comparative study of P–Y curves-based methods 897 A. Bouafia Several considerations on a two-dimensional consolidation inverse analysis 905 S. Nishimura, A. Murakami & H. Fujii Seismic 3-D effective stress analysis: constitutive modelling and application 913 M. Cubrinovski, K. Ishihara & T. Shibayama Symmetry breaking bifurcation in various soils under shear 921 K. Ikeda, K. Terada & Y. Yamakawa Modelling deformation of thawing soil under vehicle loading 931 S. Shoop, R. Affleck, V. Janoo & R. Haehnel Three-dimensional finite element analysis of footing resting on sand 939 A. Ahadi Stability of rock slopes in complex rock formation 947 T.N. Singh, A. Pandey & S. Puri Détermination des modules de déformation des sols à partir d’un essai en place avec un pénétromètre 955 H. Arbaoui, R. Gourvès, L. Bodé & Ph. Bressolette Influence of sample geometry on shear wave propagation using bender elements 963 J. Rio, P. Greening & L. Medina Elasto-plastic finite element computations for a model of L-type retaining wall 969 T. Tanaka & M. Imada Characteristics of settlement and bearing capacity of ground improved by granular pile 975 B.S. Chun, Y.H. Yeoh & C.K. Kim A comparison between observed and predicted behaviour of a deep excavation in soft Bangkok clay 983 N. Kovacevic, D.W. Hight & D.M. Potts Strength and compressibility behavior of composite geomaterial developed for application as retaining wall backfill inclusions 991 A.N.A. Ghani, F. Ahmad, R. Hamir & S. Mohd Multiscale modelling of mechanical behaviour of a tree subjected to a rock impact 997 C. Quetel, F. Berger, F. Nicot, B. Cambou & A. Danescu XI Copyright © 2003 Swets & Zeitlinger B.V., Lisse, The Netherlands
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