| 901 | T. Kagawa | Lateral pile response in liquefying sand [10WCEE] |
| 902 | N.Taga, K.Imaoka & H.Matsuzawa | Lateral bearing capacity of embedded foundation under sinusoidal excitation [10WCEE] |
| 903 | Y.Miyamoto, Y.Sako, K.Miura, R.F.Scott & B.Hushmand | Dynamic behavior of pile group in liquefied sand deposit [10WCEE] |
| 904 | K.Kobayashi, N.Yoshida & S. Jao | Pile-soil modeling in liquefied sand layer in aseismic design method [10WCEE] |
| 905 | M.Hirota, M.Sugimoto & S.Onimaru | Study on dynamic earth pressure through observation [10WCEE] |
| 906 | C.Soydemir & M.Celebi | Seismic design of buildings with multi-level basements [10WCEE] |
| 907 | O. Kurimoto, T. Seki & Y. Omote | Dynamic characteristics of irregularly embedded foundation [10WCEE] |
| 908 | A. Imamura, T. Watanabe, M. Ishizaki & M. Motosaka | Seismic response characteristics of embedded structures considering cross interaction [10WCEE] |
| 909 | T.Fujimori, M.Izumi, T.Tsunoda & K. Akino | Partial embedment effects on soil-structure interaction [10WCEE] |
| 910 | Y.Ohtsuka, A.Fukuoka, E.Yanagisawa & H.Fukudome | Embedment effects on dynamic soil-structure interaction [10WCEE] |
| 911 | H.Kita, T.Iida, M.Nishitani & S.Noda | Experimental study on countermeasures for liquefaction by steel piles with drain [10WCEE] |
| 912 | T.Inukai, T.Imazawa, K.Kusakabe & M.Yamamoto | Dynamic behavior of embedded structure on hard rock site [10WCEE] |
| 913 | W.D.L.Finn, G.Wu & N.Yoshida | Seismic response of sheet pile walls [10WCEE] |
| 914 | A.S.Al-Homoud & R. V. Whitman | Evaluating tilt of gravity retaining walls during earthquakes [10WCEE] |
| 915 | M.Futaki & O.Sakaguchi | Behavior of the cantilever retaining wall under seismic loadings [10WCEE] |
| 916 | A.-W.M.Elgamal & S. Alampalli | Earthquake response of retaining walls: Full scale testing and computational analysis [10WCEE] |
| 917 | A. L. Simonelli & C.Viggiani | Some remarks on retaining wall design under seismic conditions [10WCEE] |
| 918 | Z. A. Lubkowski & J.W.Pappin | Criteria for the validation of Oasys DYNA3D for the analysis of dynamic soil-structure interaction [10WCEE] |
| 919 | G. Schmid & N. Chouw | Soil-structure interaction effects on structural pounding [10WCEE] |
| 920 | J. P. Wolf & C.Song | Dynamic-stiffness matrix of unbounded soil by finite-element cloning [10WCEE] |
| 921 | K.Yoshida & I.Takahashi | An approximate analysis method of embedded foundations considering backfilled soil [10WCEE] |
| 922 | J. W. Meek & J.P.Wolf | Insights on 2D vs. 3D-modelling of surface foundations [10WCEE] |
| 923 | I.Takahashi, KYoshida & S.Nakai | A study on impedance functions and input motions of embedded foundations by a hybrid approach [10WCEE] |
| 924 | J. Penzien, C.H.Chen, W.Y.Jean & Y.J.Lee | Seismic analysis of rectangular tunnels in soft ground [10WCEE] |
| 925 | T.Katona, L.Turi, A. Halbritter & N.J.Krutzik | Experimental and analytical investigation of Paks NPP building structures [10WCEE] |
| 926 | F. Medina | Modeling of layered soil-structure interaction by infinite elements [10WCEE] |
| 927 | S.N.Dermitzakis & M.A.Manrique | Analysis/test correlation of a model containment structure subjected to seismic excitation [10WCEE] |
| 928 | K.Nishi & M.Kanatani | Nonlinear numerical simulation of two-dimensional soil structure model test by shaking table [10WCEE] |
| 929 | G.Lin & R.Zhang | Dynamic uplift analysis of liquid storage tanks [10WCEE] |
| 930 | N.Yamashita, T.Harada & T.Wakahara | Theoretical assessment of soil-structure interaction effect at bridge structure [10WCEE] |
| 931 | Y.Ghanaat, R.W.Clough & B.B.Redpath | Experimental study of dam-water-foundation interaction [10WCEE] |
| 932 | O.Ramadan & M.Novak | Dam response to incoherent ground motions [10WCEE] |
| 933 | E.Bazán-Zurita, J.Bielak, I. Díaz-Molina & N.C.Bazán-Arias | Probabilistic seismic response of inelastic building foundation systems [10WCEE] |
| 934 | K.Imamura & H. Kawakami | Rocking response of arbitrarily shaped rigid bases allowed to uplift [10WCEE] |
| 935 | M.I.Todorovska | Radiation damping during in-plane building-soil interaction [10WCEE] |
| 936 | R.Zinn & F.Stangenberg | Importance of soil damping idealization in soil-structure interaction computations [10WCEE] |
| 937 | R.I.Borja, W.-H.Wu & H.A.Smith | Nonlinear vertical vibration of rectangular foundations [10WCEE] |
| 938 | H.Yu, H.Sogabe & T.Odaka | Dynamic response of soil structure interaction - A simple method for calculating the dynamic compliance function of soils [10WCEE] |
| 939 | Y.Ikeda, Y.Shimomura & H.Tajimi | A simplified method of obtaining interaction stiffnesses associated with the embedment of structures [10WCEE] |
| 940 | T.Kobayashi & F.Sasaki | Evaluation of Green's function on semi-infinite elastic medium [10WCEE] |
| 941 | M.Miyajima & M. Kitaura | Experimental study on liquefaction-induced large ground deformation [10WCEE] |
| 942 | H Matsumoto & K.Tokida | Spatial characteristics of soil liquefaction and induced behavior of underground pipelines [10WCEE] |
| 943 | S. M. Simeonov & K. D. Hadjiyski | Liquefaction potential evaluation: Under and over-estimation hazards [10WCEE] |
| 944 | K. T .Law & Y.H.Ling | Liquefaction of granular soils with non-cohesive and cohesive fines [10WCEE] |
| 945 | Y.Yoshimi, K.Tamaoki, N.Mori & T.Kondo | Protection of buried structures from soil liquefaction hazard by means of cutoff walls [10WCEE] |
| 946 | J.I.Baez & G.R.Martin | Quantitative evaluation of stone column techniques for earthquake liquefaction mitigation [10WCEE] |
| 947 | S.Yasuda, H.Nagase, H.Kiku & Y. Uchida | Appropriate countermeasures against permanent ground displacement due to liquefaction [10WCEE] |
| 948 | H.Nagase, S.Yasuda, M.Hakuno, S.Kobayashi & T.Yoshida | Effectiveness of top-shaped concrete blocks in reducing settlement in ground liquefied by an earthquake [10WCEE] |
| 949 | R. Babasaki, K. Suzuki & Y. Suzuki | Centrifuge tests on improved ground for liquefaction [10WCEE] |
| 950 | H. Hwang & C.S.Lee | Evaluation of liquefaction potential in Memphis area, USA [10WCEE] |
| 951 | G.Armijo Palacio & P. Sola Casado | Liquefaction potential of fine granular soils in Western Andalucia (Spain) [10WCEE] |
| 952 | R. D. Andrus, K. H. Stokoe II, J.A.Bay & T.L.Youd | In situ Vs of gravelly soils which liquefied [10WCEE] |
| 953 | D. Benouar & E.Yanagisawa | Soil liquefaction potential evaluation with use of the spectrum at depth [10WCEE] |
| 954 | L. H. Mejia, D. K. Hughes & J.I. Sun | Liquefaction at Moss Landing during the 1989 Loma Prieta earthquake [10WCEE] |
| 955 | J. Kuwano, K. Ozaki & S.Nakamura | Simplified method of liquefaction hazard evaluation for subsurface layers [10WCEE] |
| 956 | S. Ohara, T.Yamamoto & H.Yurino | Experimental study on reliquefaction potential of saturated sand deposit [10WCEE] |
| 957 | J. B. Berrill, J. Canou, P. Foray & J. -L Pautre | Piezocone testing of liquefaction sites: Normalization of excess pore pressure [10WCEE] |
| 958 | K. Zen, H. Yamazaki, M. Toriihara & T. Mori | Shaking table test on liquefaction of artificially cemented sands [10WCEE] |
| 959 | X.Zhang & Y. Li | Sand behaviour under irregular loading [10WCEE] |
| 960 | P.M.Byrne, F.Salgado & H.Jitno | Earthquake induced displacements of soil-structures systems [10WCEE] |
| 961 | M. H. Baziar, R. Dobry & M. Alemi | Evaluation of lateral ground deformation using sliding block model [10WCEE] |
| 962 | M. Yoshida, M.Miyajima & H.Oishi | Settlement characteristics of sandy ground improved by gravel drain system during earthquakes [10WCEE] |
| 963 | K. V. Talaganov | Application of strain approach for investigation of post-initial liquefaction behaviour of soils [10WCEE] |
| 964 | T. Takaya, T. Imasato & S. Hattori | Evaluation of liquefaction due to surface wave prospecting and its application [10WCEE] |
| 965 | S.Şener &. Z Hasgür | The mathematical model for liquefaction induced slip [10WCEE] |
| 966 | K. Hayashi, N. Ohbo, K. Ueno, J. H. Prevost & R. Popescu | Numerical simulations of sandy soil deposit liquefaction during earthquakes [10WCEE] |
| 967 | J. Canou, A. Bahloul, A. Attar & L. Piffer | Evaluation of a liquefaction criterion for a loose sand [10WCEE] |
| 968 | H. Abe | Two dimensional liquefaction analysis for ground with embankment [10WCEE] |
| 969 | LE.Vallejo | Liquefaction zones predicted by the type of stresses induced by the ends of fault segments [10WCEE] |
| 970 | K.AruIanandan & T.M.Majid | Liquefaction analysis of stratified soil layers: A verification of coupled stress-flow approach [10WCEE] |
| 971 | T. Ito, A.Asada, T. Konno, M Kurihara & A. Hotta | A study of damage to sandy soil due to liquefaction induced by earthquakes and of methods for predicting liquefaction [10WCEE] |
| 972 | R. Muir Wood & R. S. Steedman | Earthquake induced groundwater changes and liquefaction [10WCEE] |
| 973 | H. Matsuda & E. Hoshiyama | Uniform strain series equivalent to seismic strain [10WCEE] |
| 974 | T. Sugano & E. Yanagisawa | Cyclic undrained shear behavior of sand under surface wave stress conditions [10WCEE] |
| 975 | S.Tani, Y.Takano & Y.Yokota | Shaking table tests of embankment models reinforced with geotextiles [10WCEE] |
| 976 | W. Henke & R. Henke | Prototype cyclic torsional cylindrical shear tests [10WCEE] |
| 977 | A.Tateishi, T.Takayanagi, K.lshihara, M.Hayashi, S.Iizuka & S.Suzuki | Torsional tests on large in-situ soil columns [10WCEE] |
| 978 | Y.Koga, J.Koseki & A.Takahashi | Model tests of embankments on liquefiable ground using dynamic centrifuge [10WCEE] |
| 979 | P.Jouanna, J.PTouret, M.Mabsout & M.S.El Youssoufi | Interpretation of in situ dynamic soil testing [10WCEE] |
| 980 | S.Chávez-Pérez, C.Calderón-Macias, E.Romero-Jiménez & J.M.Gómez-González | Dispersion analysis using strong motion data [10WCEE] |
| 981 | Y.Suzuki, M.Hatanaka, T.Konno, K.lshihara & K.Akino | Engineering properties of undisturbed gravel sample [10WCEE] |
| 982 | K.D.Pitilakis, A.Anastassiadis & D.Raptakis | Field and laboratory determination of dynamic properties of natural soil deposits [10WCEE] |
| 983 | J.P. Sully & R.G.Campanella | In situ shear wave velocity determination using seismic cone penetrometer for evaluating soil anisotropy [10WCEE] |
| 984 | B.Hushmand, R.F.Scott & C.B.Crouse | In-place calibration of USGS pore pressure transducers at Wildlife Liquefaction Site, California, USA [10WCEE] |
| 985 | I.A. Diaz-Rodriguez | Dynamic properties of Mexico City clay for wide strain range [10WCEE] |
| 986 | M.Ichikawa, T.Nishide & S.Sakai | Study on soil properties of ground surface layers and characteristics of incident SH waves into sublayer [10WCEE] |
| 987 | K.Takahashi, S.Ohno, MTakemura, T.Ohta, T.Hatori, Y.Sugawara & S.Omote | Observation of earthquake strong-motion with deep borehole - Generation of vertical motion propagating in surface layers after S wave arrival [10WCEE] |
| 988 | T.Matsui & M.A.Bahr | Prediction of shear characteristics of undistributed clays after cyclic loading and consolidation [10WCEE] |
| 989 | K. Iwashita & T. Kojima | Distinct element simulation for simple shear test of granular assembly [10WCEE] |
| 990 | M.R.Rimal, K.Meguro & H. Higashihara | Study of fracture process of an earthquake fault [10WCEE] |
| 991 | J. Betbeder-Matibet | Closed-form solutions for SRSS response of shear beams [10WCEE] |
| 992 | X.Luo, Y.Zhang & Q.Tong | Dynamic characteristics of collapsing loess and its site seismic response [10WCEE] |
| 993 | M.P.Luong | Energy-dissipating ability of sandy soils [10WCEE] |
| 994 | S.Singh | Dynamic strength and stability of refuse landfills during earthquakes [10WCEE] |
| 995 | M.Vucetic | Soil properties and seismic response [10WCEE] |
| 996 | S.Suzuki & K.Asano | Dynamic amplification functions of the surface layer considering the variation of soil parameters [10WCEE] |
| 997 | Z.Wu & G.Han | Stochastic seismic response analysis for soil layers with random dynamic parameters [10WCEE] |
| 998 | T.Li & J.Li | Influence of random mechanical parameter on earthquake response analysis of site [10WCEE] |
| 999 | I.Kubodera, K.ltoh & Y.Goto | Study on the applicability of a numerical analysis based on the effective stress theory [10WCEE] |
| 1000 | C.Madshus & Y.Kikuchi | Quantification of soil non-linearity in cyclic loading by the use of Fourier components [10WCEE] |