›› 2002, Vol. 23 ›› Issue (6): 782-786.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Influence of water saturation on horizontal and vertical motion at a mainly water-saturated porous soil interface induced by P wave

LI Wei-hua   

  1. School of Civil Engineering and Architecture, Northern Jiaotong University, Beijing 100044， China
  • Received:2001-10-23 Online:2002-12-10 Published:2016-09-04

PDF (PC)

471

Abstract: A detailed investigation is carried out on the influence of water saturation in the reflection, transmission and horizontal and vertical motion at an interface between mainly water-saturated porous soil and ordinary elastic media induced by P wave. Theoretical formulation is developed for the computation of amplitudes of horizontal and vertical interface motion. Numerical results are given to illustrate the influence of saturation on the interface effect.

Key words: mainly water-saturated porous soil, saturation, interface effect

CLC Number: 

  • TU 41
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
[1] KONG Xian-jing, NING Fan-wei, LIU Jing-mao, ZOU De-gao, ZHOU Chen-guang, . Influences of stress paths and saturation on particle breakage of rockfill materials [J]. Rock and Soil Mechanics, 2019, 40(6): 2059-2065.
[2] LUO Dan-ni, SU Guo-shao, HE Bao-yu, . True triaxial test on rockburst of granites with different water saturations [J]. Rock and Soil Mechanics, 2019, 40(4): 1331-1340.
[3] CHEN Wen-wu, LIU Wei, WANG Juan, SUN Guan-ping, WU Wei-jiang, . Relationship between saturation degree and B value for loess [J]. Rock and Soil Mechanics, 2019, 40(3): 834-842.
[4] ZHANG Zhi-hong, CHEN Yang, ZHANG Zhi-liang, TIAN Gai-lei. Hydro-mechanical-chemical coupling model and numerical simulation under high saturated condition [J]. Rock and Soil Mechanics, 2018, 39(S2): 100-106.
[5] CHEN He-long, WEI Chang-fu, TIAN Hui-hui, WEI Hou-zhen，. Triaxial compression tests on gas saturated CO2-hydrate-bearing sand [J]. , 2018, 39(7): 2395-2402.
[6] WU Hai-qing, BAI Bing, LI Xiao-chun, LIU Ming-ze, HE Yuan-yuan, . Analytical model of fluid pressure evolution in the reservoir for CO2 geological storage [J]. , 2018, 39(6): 2099-2105.
[7] FANG Zhi, CHEN Yu-min, HE Sen-kai, . A modified method for mechanical-hydraulic coupled simulation based on a single-phase fluid for desaturated sand soil [J]. , 2018, 39(5): 1851-1857.
[8] JIANG Ming-jing, LIU Jun, ZHOU Wei, XI Bang-lu, . An elasto-plastic constitutive model for methane hydrate bearing sediments [J]. , 2018, 39(4): 1153-1158.
[9] CHAO Zhi-ming, WANG Huan-ling, XU Wei-ya, JIA Chao-jun, ZHAO Kai，. A rapid method for preparing rock samples with different water saturation levels [J]. , 2018, 39(3): 1109-1114.
[10] QIU Hao-miao, XIA Tang-dai, ZHENG Qing-qing, ZHOU Fei,. Parametric studies of body waves propagation in saturated frozen soil [J]. , 2018, 39(11): 4053-4062.
[11] QIAN Jin-song, LI Jia-yang, ZHOU Ding, LING Jian-ming. Prediction model of resilient modulus for unsaturated clay soils considering the effect of matric suction [J]. , 2018, 39(1): 123-128.
[12] HONG Cheng-yu, LIU Zi-xiong, ZHANG Meng-xi, ZHOU Qi， . Effect of grouting pressure and overburden pressure on pullout resistance of soil nails [J]. , 2017, 38(S2): 317-322.
[13] YE Zu-yang, JIANG Qing-hui, LIU Yan-zhang, CHENG Ai-ping, . Numerical analysis of unsaturated seepage flow in discrete fracture networks of rock [J]. , 2017, 38(11): 3332-3340.
[14] FANG Zhi, CHEN Yu-min, HE Sen-kai, HE Jia, . Coupling analysis of water-air two-phase flow in static liquefaction of desaturated loose sand [J]. , 2017, 38(11): 3378-3384.
[15] LI Kai, WANG Zhi-bing, WEI Chang-fu, YAN Rong-tao, LU You-qian，. Effect of saturation on shear strength characteristics of weathered granite slope soils [J]. , 2016, 37(S1): 267-273.
Viewed
Full text


Abstract

Cited
  Shared   
  Discussed   
[1] SUN Wen-jing，SUN De-an，MENG De-lin. Compression deformation characteristics of saturated bentonite and sand-bentonite mixtures[J]. , 2009, 30(11): 3249 -3255 .
[2] WANG Wei，LI Xing-zhao. Analysis method of rigid piled raft foundation under vertical loading[J]. , 2009, 30(11): 3441 -3446 .
[3] LAN Si-qing, WANG Yu-lin, XIE Kang-he. Mathematical model and analytical solutions of soft soil consolidation with both way drainages in radial directions[J]. , 2009, 30(12): 3871 -3875 .
[4] WEI Li，CHAI Shou-xi，CAI Hong-zhou，WANG Xiao-yan，LI Min3，SHI Qian. Research on tensility of wheat straw for reinforced material[J]. , 2010, 31(1): 128 -132 .
[5] XIE Gui-hua，ZHANG Jia-sheng，YIN Zhi-zheng. Spatiotemporal model of ground deformation caused by groundwater gathering based on stochastic medium theory[J]. , 2010, 31(1): 282 -286 .
[6] HUANG Qing-xiang, ZHANG Pei, DONG Ai-ju. Mathematical model of “arch beam” of thick sandy soil layer movement in shallow seam[J]. , 2009, 30(9): 2722 -2726 .
[7] YANG Xi-liu, ZHOU Cui-ying. Emulation modeling for structures and clipping method for ground surface of 3D stratum along highway based on ANSYS and OpenGL technology[J]. , 2010, 31(2): 571 -576 .
[8] XU Chong，LIU Bao-guo，LIU Kai-yun，GUO Jia-qi. Slope angle intelligent design based on Gaussian process with combinatorial kernel function[J]. , 2010, 31(3): 821 -826 .
[9] ZHANG Kai, ZHOU Hui, HU Da-wei, FENG Xia-ting, ZHANG Yuan-gang. Theoretical model of effective stress coefficient for rock/soil-like porous media under elastoplastic condition[J]. , 2010, 31(4): 1035 -1041 .
[10] DENG An, XIAO Yang. Research on generalized Poisson’s ratio based on elliptic-parabolic yield surfaces model[J]. , 2010, 31(5): 1445 -1451 .
Copyright © Rock and Soil Mechanics, All Rights Reserved.
Tel: 027-87198484, 87199252, 87199253, 87198752　E-mail: ytlx@whrsm.ac.cn
Powered by Beijing Magtech Co. Ltd