Effective Stress Analysis of Earthquake Induced Liquefaction of Dam Foundation under Different Water Table in Reservoir

doi:10.16183/j.cnki.jsjtu.2009.02.004

Abstract

Abstract:

The earthquake induced liquefaction of dam foundation was analyzed using an effective-stress based, fully coupled dynamic analysis method, in which the behavior of the sandy soil is described by means of a cyclic mobility constitutive model. The paper is primarily concerned with different responses under design water table and dead water table in a reservoir. The results show that the cyclic mobility constitute model can reflect the dynamic response of liquefiable soils, and that the liquefaction zone under dead water table decreases compared with the case of design water table, but the liquefaction induced deformations increase obviously in the upstream.

Key words: dam foundation, liquefaction, cyclic mobility, effective stress method, dynamic analysis

CLC Number:

TV641

XIA Zhi-fan, YE Guan-lin, WANG Jian-hua, YE Bin, ZHANG Feng. Effective Stress Analysis of Earthquake Induced Liquefaction of Dam Foundation under Different Water Table in Reservoir[J]. Journal of Shanghai Jiao Tong University, 2009, 43(02): 173-177.

Figures/Tables 9

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Tab. 1

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References 7

[1]	Ming H Y, Li XS. Fully coupled analysis of failure and remediation of Lower San Fernando Dam[J]. Journal of Geotechnical and Geoenvironmental engineering, 2003, 129(4): 336-349.
[2]	Sharp M K, Adalier K. Seismic response of earth dam with varying depth of liquefiable foundation layer[J]. Soil Dynamics and Earthquake Engineering, 2006, 126: 1028-1037.
[3]	Sica S, Pagano L, Modaressi A. Influence of past loading history on the seismic response of earth dams[J]. Computers and Geotechnics, 2007, 35: 61-85.
[4]	Elgamal A, Parra E, Yang Z, et al. Numerical analysis of embankment foundation liquefaction counter-measures[J]. Journal of Earthquake Engineering, 2002, 6(4): 447-471.
[5]	蔡袁强, 钱磊, 凌道盛, 等.钱塘江防洪堤地震液化及稳定分析[J]. 水利学报, 2001, 32(1): 57-61.
	CAI Yuan-qiang, QIAN Lei, LING Dao-sheng, et al. Seismic liquefaction and stability analysis of Qiantang River Embankment[J]. Journal of Hydraulic Engineering, 2001, 32(1): 57-61.
[6]	Zhang F, Ye B, Noda T, et al. Explanation of cyclic mobility of soils: Approach by stress-induced anisotropy[J]. Soils and Foundations, 2007, 47(4): 635-648.
[7]	张锋.计算土力学[M]. 北京: 人民交通出版社, 2007.

参数		粉土	粉质粘土
计算参数	λ	0.049	0.020
?	κ	0.005	0.002
?	Μ	0.98	1.05
?	N	0.804	0.98
?	ν	0.366	0.403
?	m_R	0.5	2.0
?	m_R^＊	25.0	2.0
?	b_r	5.0	1.0
初始状态	R₀^＊	0.15	0.25
?	1/R₀	30.0	10.0
?	ζ₀	0	0

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