Soil Dynamics and Earthquake Engineering - v. 26, n. 2-4 (February 2006)

Published:	February 2006

Author(s)	Title	Page(s)
Matasovic, Neven / Kavazanjian, Edward / De, Anirban / Dunn, Jeff	CPT-based seismic stability assessment of a hazardous waste site	201-208
Miwa, S. / Ikeda, T. / Sato, T.	Damage process of pile foundation in liquefied ground during strong ground motion	325-336
Lenart, S.	Deformation characteristics of lacustrine carbonate silt in the Julian Alps	131-142
Harada, Naoyuki / Towhata, Ikuo / Takatsu, Tadashi / Tsunoda, Shinsuke / Sesov, Vlatko	Development of new drain method for protection of existing pile foundations from liquefaction effects	297-312
Nagase, H. / Shimizu, K. / Hiro-oka, A. / Tanoue, Y. / Saitoh, Y.	Earthquake-induced residual deformation of Ariake clay deposits with leaching	209-220
Kokusho, T. / Ishizawa, T.	Energy approach for earthquake induced slope failure evaluation	221-230
Yoshimine, Mitsutoshi / Nishizaki, Hiroto / Amano, Kei / Hosono, Yasuyo	Flow deformation of liquefied sand under constant shear load and its application to analysis of flow slide of infinite slope	253-264
Merlos, J. / Romo, M. P.	Fluctuant bearing capacity of shallow foundations during earthquakes	103-114
Yang, S. L. / Sandven, R. / Grande, L.	Instability of sand–silt mixtures	183-190
Cubrinovski, M. / Kokusho, T. / Ishihara, K.	Interpretation from large-scale shake table tests on piles undergoing lateral spreading in liquefied soils	275-286
Okamura, M. / Ishihara, M. / Tamura, K.	Liquefied soil pressures on vertical walls with adjacent embankments	265-274
Knappett, J. A. / Haigh, S. K. / Madabhushi, S. P. G.	Mechanisms of failure for shallow foundations under earthquake loading	91-102
Safaqah, O. A. / Riemer, M. F.	Minimizing sampling disturbance using a new in situ device	153-161
Ivšić, Tomislav	A model for presentation of seismic pore water pressures	191-199
Wang, Zhi-liang / Makdisi, Faiz I. / Egan, John	Practical applications of a nonlinear approach to analysis of earthquake-induced liquefaction and deformation of earth structures	231-252
Tokeshi, Juan C. / Karkee, Madan B. / Sugimura, Yoshihiro	Reliability of rayleigh wave dispersion curve obtained from f–k spectral analysis of microtremor array measurement	163-174
Sawada, Shunichi / Tsukamoto, Yoshimichi / Ishihara, Kenji	Residual deformation characteristics of partially saturated sandy soils subjected to seismic excitation	175-182
de Alba, Pedro / Ballestero, Thomas P.	Residual strength after liquefaction: A rheological approach	143-151
Idriss, I. M. / Boulanger, R. W.	Semi-empirical procedures for evaluating liquefaction potential during earthquakes	115-130
Dungca, J. R. / Kuwano, J. / Takahashi, A. / Saruwatari, T. / Izawa, J. / Suzuki, H. / Tokimatsu, K.	Shaking table tests on the lateral response of a pile buried in liquefied sand	287-295
Hwang, Jae-Ik / Kim, Chang-Yeop / Chung, Choong-Ki / Kim, Myoung-Mo	Viscous fluid characteristics of liquefied soils and behavior of piles subjected to flow of liquefied soils	313-323

Author(s)

Title

Page(s)

Matasovic, Neven / Kavazanjian, Edward / De, Anirban / Dunn, Jeff

CPT-based seismic stability assessment of a hazardous waste site

201-208

Miwa, S. / Ikeda, T. / Sato, T.

Damage process of pile foundation in liquefied ground during strong ground motion

325-336

Lenart, S.

Deformation characteristics of lacustrine carbonate silt in the Julian Alps

131-142