Liquefaction-induced settlement of shallow foundations and remediation: 3D numerical simulation

被引:48
作者
Elgamal, A [1 ]
Lu, JC [1 ]
Yang, ZH [1 ]
机构
[1] Univ Calif San Diego, Dept Struct Engn, La Jolla, CA 92093 USA
基金
美国国家科学基金会;
关键词
liquefaction-induced settlement; numerical simulations; shallow foundations; site remediation; FE simulations;
D O I
10.1142/S136324690500216X
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Calibrated Finite Element (FE) simulations are increasingly providing a reliable environment for modelling liquefaction-induced ground deformation. Effects oil foundations and super-structures may be assessed and associated remediation techniques may be explored, within a unified framework. Current capabilities of such a FE framework are demonstrated via a simple 3-dimensional (31)) series of simulations. Ground liquefaction and settlement under the action of a surface load is investigated. Liquefaction hazard mitigation is explored by soil compaction and/or increase of permeability below and around the applied surface load. The potential and limitations of numerical simulation are discussed, along with future research needs and challenges towards more reliable practical application.
引用
收藏
页码:17 / 45
页数:29
相关论文
共 58 条
[1]  
Adachi T, 1992, P 10 WORLD C EARTHQ, V2, P147
[2]   Foundation liquefaction countermeasures for earth embankments [J].
Adalier, K ;
Elgamal, AW ;
Martin, GR .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 1998, 124 (06) :500-517
[3]  
[Anonymous], P 11 INT C SOIL DYN
[4]  
ARULANANDAN K, 1994, C P, V2
[5]  
ARULANANDAN K, 1993, C P, V1
[6]   MECHANICS OF DEFORMATION AND ACOUSTIC PROPAGATION IN POROUS MEDIA [J].
BIOT, MA .
JOURNAL OF APPLIED PHYSICS, 1962, 33 (04) :1482-+
[7]  
BORJA RI, 2004, P INT WORKSH UNC NON
[8]  
Chan AHC, 1988, A unified finite element solution to static and dynamic geomechanics problems
[9]   Consistent finite-element response sensitivity analysis [J].
Conte, JP ;
Vijalapura, PK ;
Meghella, M .
JOURNAL OF ENGINEERING MECHANICS, 2003, 129 (12) :1380-1393
[10]  
*EERI, 2000, EARTHQUAKE SPECTR SA, V16