Please wait a minute...
ZJUS-A
Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering)  2002, Vol. 3 Issue (5): 513-519    DOI: 10.1631/jzus.2002.0513
Mechanics & Civil Engineering     
Study on one-dimensional consolidation of saturated soil with semi-pirviovs boundaries and under cyclic loading
LIANG Xu, CAI Yuan-qiang, WU Shi-ming
Department of Civil Engineering, Zhejiang University, Hangzhou 310027, China
Download:     PDF (0 KB)     
Export: BibTeX | EndNote (RIS)      

Abstract  The variation of effective stress ratio of stratfied soil with semi-pervious boundaries and under cyclic loading was analyzed on the basis of Terzaghi\'s one-dimensional consolidation assumptions. A solution by Laplace Transform was obtained for the case when the soil was under time-varied loading. With numerical inversion of Laplace Transform, some useful results were obtained for several kinds of commonly encountered loadings. The results can be meaningful in engineering practice.

Key words： Semi-pervious boundaries      Saturated soil      Cyclic loading      One-dimensional consolidation      Laplace transform      Effective stress ratio     
Received: 06 June 2001     
CLC:  TU470  
Service
E-mail this article
Add to my bookshelf
Add to citation manager
E-mail Alert
RSS
Articles by authors
LIANG Xu
CAI Yuan-qiang
WU Shi-ming
Cite this article:

LIANG Xu, CAI Yuan-qiang, WU Shi-ming. Study on one-dimensional consolidation of saturated soil with semi-pirviovs boundaries and under cyclic loading. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 2002, 3(5): 513-519.

URL:

http://www.zjujournals.com/xueshu/zjus-a/10.1631/jzus.2002.0513     OR     http://www.zjujournals.com/xueshu/zjus-a/Y2002/V3/I5/513

[1] Chi Guan, Hai-jian Xie, Zhan-hong Qiu, Yun-min Chen, Pei-xiong Chen. One-dimensional coupled model for landfill gas and water transport in layered unsaturated soil cover systems[J]. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 2016, 17(8): 667-676.
[2] Jie Xu, Chao Zhou. A simple model for the hysteretic elastic shear modulus of unsaturated soils[J]. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 2016, 17(7): 589-596.
[3] Xu Liang, Hai-lei Kou, Guo-hua Liu, Li-zhong Wang, Zhen-yu Wang, Zhi-jun Wu. A semi-analytical state-space approach for 3D transient analysis of functionally graded material cylindrical shells[J]. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 2015, 16(7): 525-540.
[4] Guo-qing Cai, Cheng-gang Zhao, Jian Li, Yan Liu. A new triaxial apparatus for testing soil water retention curves of unsaturated soils under different temperatures[J]. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 2014, 15(5): 364-373.
[5] Zhen-dong Shan, Dao-sheng Ling, Hao-jiang Ding. Analytical solution for 1D consolidation of unsaturated soil with mixed boundary condition[J]. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 2013, 14(1): 61-70.
[6] Hu-yuan Zhang, Geng-sheng Yan, Xu-dong Wang. Laboratory test on moisture adsorption-desorption of wall paintings at Mogao Grottoes, China[J]. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 2012, 13(3): 208-218.
[7] 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.
[8] Ren-peng CHEN, Yun-min CHEN, Wei XU, Zhi-gang LIANG, Wei FENG. A new equation for dielectric permittivity of saturated soils based on polarization mechanics[J]. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 2008, 9(3): 293-302.
[9] Bian Xue-Cheng, Chen Yun-Min. Analysis of moving load induced ground vibrations based on thin-layer method[J]. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 2006, 7(Supplement 2): 309-314.
[10] 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-.
[11] XIE Kang-he, WEN Jie-bang, XIA Jian-zhong. Solution to 1-D consolidation of non-homogeneous soft clay[J]. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 2005, 6(Supplement 1): 29-34.
[12] GAO Shao-wu, WANG Jian-hua, ZHOU Xiang-lian. Solution of a rigid disk on saturated soil considering consolidation and rheology[J]. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 2005, 6(3): 222-228.
[13] 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.
[14] ZHOU Jian, YU Jian-lin. Influences affecting the soil-water characteristic curve[J]. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 2005, 6( 8): 4-.
[15] ZHOU Yan-guo, CHEN Yun-min, HUANG Bo. Experimental study of seismic cyclic loading effects on small strain shear modulus of saturated sands[J]. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 2005, 6( 3): 11-.