Three-dimensional numerical simulation of earthquake damage to group-piles in a liquefied ground
作者： R. Uzuoka , N. Sento , M. Kazama , F. Zhang , A. Yashima
DOI: 10.1016/J.SOILDYN.2006.10.003
关键词: Liquefaction 、 Head (vessel) 、 Foundation (engineering) 、 Displacement (fluid) 、 Geotechnical engineering 、 Geology 、 Computer simulation 、 Pile 、 Land reclamation 、 Soil structure interaction
摘要: … group-piles in liquefied ground is discussed using numerical … a group-pile foundation in reclaimed land is simulated using … dynamic pile behavior in liquefied ground through simulations …
elsevier.com
sci-hub.se 参考文章(28)
Akihiko Wakai, Shingo Gose, Keizo Ugai, 3-D ELASTO-PLASTIC FINITE ELEMENT ANALYSES OF PILE FOUNDATIONS SUBJECTED TO LATERAL LOADING Soils and Foundations. ,vol. 39, pp. 97- 111 ,(1999) , 10.3208/SANDF.39.97
G Wu, WDL Finn, Dynamic nonlinear analysis of pile foundations using finite element method in the time domain Canadian Geotechnical Journal. ,vol. 34, pp. 44- 52 ,(1997) , 10.1139/T96-088
Dan A. Brown, Chine-Feng Shie, Some numerical experiments with a three dimensional finite element model of a laterally loaded pile Computers and Geotechnics. ,vol. 12, pp. 149- 162 ,(1991) , 10.1016/0266-352X(91)90004-Y
Zhaohui Yang, Boris Jeremi?, Numerical analysis of pile behaviour under lateral loads in layered elastic–plastic soils International Journal for Numerical and Analytical Methods in Geomechanics. ,vol. 26, pp. 1385- 1406 ,(2002) , 10.1002/NAG.250
Kevin J Bentley, M Hesham El Naggar, Numerical analysis of kinematic response of single piles Canadian Geotechnical Journal. ,vol. 37, pp. 1368- 1382 ,(2000) , 10.1139/T00-066
W. D. Liam Finn, T. Thavaraj, Deep Foundations in Liquefiable Soils: Case Histories, Centrifuge Tests and Methods of Analysis ,(2001)
Ryosuke UZUOKA, Noriaki SENTO, Atsushi YASHIMA, Feng ZHANG, None, 3-DIMENSIONAL EFFECTIVE STRESS ANALYSIS OF A DAMAGED GROUP-PILE FOUNDATION ADJACENT TO A QUAY WALL Journal of Japan Association for Earthquake Engineering. ,vol. 2, pp. 1- 14 ,(2002) , 10.5610/JAEE.2.2_1
Ryoichi FURUTA, Atsushi YASHIMA, Ryosuke UZUOKA, Norimichi TAKEUCHI, INFLUENCE OF DIFFERENT CONSOLIDATED HISTORY OF ALLUVIAL CLAY ON THE CHARACTERISTIC OF LIQUEFACTION IN RECLAIMED GROUND Doboku Gakkai Ronbunshu. ,vol. 2003, pp. 15- 30 ,(2003) , 10.2208/JSCEJ.2003.729_15
Feng Zhang, Makoto Kimura, Teruo Nakai, Takuya Hoshikawa, MECHANICAL BEHAVIOR OF PILE FOUNDATIONS SUBJECTED TO CYCLIC LATERAL LOADING UP TO THE ULTIMATE STATE Soils and Foundations. ,vol. 40, pp. 1- 17 ,(2000) , 10.3208/SANDF.40.5_1
Akira Ohtsuki, Kiyoshi Fukutake, Satoshi Fujikawa, Masayoshi Sato, THREE DIMENSIONAI EFFECTIVE ANALYSIS FOR EVALUATING RESPONSE OF GROUP PILE FOUNDATION UNDER LIQUEFACTION Doboku Gakkai Ronbunshu. ,vol. 1994, pp. 101- 110 ,(1994) , 10.2208/JSCEJ.1994.495_101