Please wait a minute...
ZJUS-A
Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering)  2005, Vol. 6 Issue ( 3): 11-    DOI: 10.1631/jzus.2005.A0229
    
Experimental study of seismic cyclic loading effects on small strain shear modulus of saturated sands
ZHOU Yan-guo, CHEN Yun-min, HUANG Bo
Department of Civil Engineering, Zhejiang University, Hangzhou 310027, China
Download:     PDF (0 KB)     
Export: BibTeX | EndNote (RIS)      

Abstract  The seismic loading on saturated soil deposits induces a decrease in effective stress and a rearrangement of the soil-particle structure, which may both lead to a degradation in undrained stiffness and strength of soils. Only the effective stress influenc

Key words： Cyclic loading      Seismic response analysis      Undrained cyclic triaxial test      Small strain shear modulus      Effective stress      Bender element      Soil-particle structure Civil Engineering     
Received: 17 November 2003     
CLC:  TU41  
Service
E-mail this article
Add to my bookshelf
Add to citation manager
E-mail Alert
RSS
Articles by authors
ZHOU Yan-guo
CHEN Yun-min
HUANG Bo
Cite this article:

ZHOU Yan-guo, CHEN Yun-min, HUANG Bo. Experimental study of seismic cyclic loading effects on small strain shear modulus of saturated sands. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 2005, 6( 3): 11-.

URL:

http://www.zjujournals.com/xueshu/zjus-a/10.1631/jzus.2005.A0229     OR     http://www.zjujournals.com/xueshu/zjus-a/Y2005/V6/I 3/11

[1] Dou-xing Pan, Guo-zheng Kang, Zhi-wu Zhu, Yu-jie Liu. Experimental study on uniaxial time-dependent ratcheting of a polyetherimide polymer[J]. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 2010, 11(10): 804-810.
[2] Yan-guo ZHOU, Yun-min CHEN, Yoshiharu ASAKA, Tohru ABE. Surface-mounted bender elements for measuring horizontal shear wave velocity of soils[J]. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 2008, 9(11): 1490-1496.
[3] Yan-guo ZHOU, Yun-min CHEN, Hao-jiang DING, Wei-qiu CHEN. Modeling of sensor function for piezoelectric bender elements[J]. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 2008, 9(1): 1-7.
[4] XIE Kang-he, QI Tian, DONG Ya-qin. Nonlinear analytical solution for one-dimensional consolidation of soft soil under cyclic loading[J]. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 2006, 7(8 ): 10-.
[5] ZHOU Yan-guo, CHEN Yun-min, KE Han. Correlation of liquefaction resistance with shear wave velocity based on laboratory study using bender element[J]. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 2005, 6(8): 805-812.
[6] ZHUANG Ying-chun, XIE Kang-he. Study on one-dimensional consolidation of soil under cyclic loading and with varied compressibility[J]. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 2005, 6(2): 141-147.
[7] LI Yu-qi, YING Hong-wei, XIE Kang-he. On the dissipation of negative excess porewater pressure induced by excavation in soft soil[J]. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 2005, 6( 3): 6-.
[8] LIANG Xu, CAI Yuan-qiang, WU Shi-ming. Study on one-dimensional consolidation of saturated soil with semi-pirviovs boundaries and under cyclic loading[J]. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 2002, 3(5): 513-519.