›› 2006, Vol. 27 ›› Issue (1): 51-55.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Experimental study on behavior of interface between soil and geotextile

ZHANG Ga, ZHANG Jian-Min   

  1. Institute of Geotechnical Engineering, Tsinghua University, Beijing 100084, China
  • Received:2004-07-28 Online:2006-01-10 Published:2013-10-31

PDF (PC)

1185

Abstract: A series of tests were performed to investigate the monotonic and cyclic behavior of the interface between geotextile and soil. A functional module for geotextile drawing test was appended to a large scale cyclic test apparatus for soil-structure interface. The monotonic and cyclic shear tests of the interface between geotextile and gravel as well as geotextile drawing tests were conducted with the apparatus. The interface was found to exhibit strain-softening and obvious aeolotropic normal displacement which was affected by the normal stress. The drawing test results show that the shear strength of the interface is not proportional to the normal stress because of its dilatancy behavior due to shear application. The combination of the shear test and geotextile drawing test is recommended as a rational test approach for a comprehensive understanding of the behavior of soil-geotextile interface.

Key words: interface, coarse-grained soil, geotextile, test, mechanical behavior

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] GONG Feng-qiang, WU Wu-xing, LI Tian-bin, SI Xue-feng, . Simulation experimental study of spalling failure of surrounding rock of rectangular tunnel of deep hard rock [J]. Rock and Soil Mechanics, 2019, 40(6): 2085-2098.
[3] ZHAO Xiao-yan, FAN Yu-fei, LIU Liang, JIANG Chu-sheng, . Model test on potential failure surface characteristics of railway stepped reinforced soil retaining wall [J]. Rock and Soil Mechanics, 2019, 40(6): 2108-2118.
[4] LI Jian-peng, GAO Ling, MU Huan-sheng. Dilatancy characteristics of sandstone and its function of dilatancy angle under high confining pressure and unloading conditions [J]. Rock and Soil Mechanics, 2019, 40(6): 2119-2126.
[5] HAN Jun-yan, HOU Ben-wei, ZHONG Zi-lan, ZHAO Mi, LI Li-yun, DU Xiu-li. Research on shaking table test scheme of buried pipeline under multi-point non-uniform seismic excitations [J]. Rock and Soil Mechanics, 2019, 40(6): 2127-2139.
[6] LU Jun-long, ZHANG Yin, . Experimental study of the seismic response of the assembled multi-ribbed wall structure-subsoil system in frequency domain [J]. Rock and Soil Mechanics, 2019, 40(6): 2163-2171.
[7] CHU Zhao-fei, LIU Bao-guo, REN Da-rui, SONG Yu, MA Qiang, . Development of rheology similar material of soft rock and its application in model test [J]. Rock and Soil Mechanics, 2019, 40(6): 2172-2182.
[8] LUO Qing-zi, CHEN Xiao-ping, YUAN Bing-xiang, FENG De-luan, . Deformation behavior and consolidation model of soft soil under flexible lateral constraint [J]. Rock and Soil Mechanics, 2019, 40(6): 2264-2274.
[9] YU Liang-gui, ZHOU Jian, WEN Xiao-gui, XU Jie, LUO Ling-hui, . Standard exploration of permeability coefficient test for clay by HCA [J]. Rock and Soil Mechanics, 2019, 40(6): 2293-2302.
[10] WU Guan-ye, ZHENG Hui-feng, XU Jian-rong. Model test study of stability and failure mechanism of three-dimensional complicated block system slope with deeply reinforcement [J]. Rock and Soil Mechanics, 2019, 40(6): 2369-2378.
[11] LI Wen-Xuan, BIAN Shi-hai , LI Guo-ying, WU Jun-jie, . Interface model of coarse-grained soils and its application in earth rock dam [J]. Rock and Soil Mechanics, 2019, 40(6): 2379-2388.
[12] FU Long-long, ZHOU Shun-hua, TIAN Zhi-yao, TIAN Zhe-kan, . Force chain evolution in granular materials during biaxial compression [J]. Rock and Soil Mechanics, 2019, 40(6): 2427-2434.
[13] CHEN Guo-qing, TANG Peng, LI Guang-ming, ZHANG Guang-ze, WANG Dong, . Analysis of acoustic emission frequency spectrum characteristics and main fracture precursor of rock bridge in direct shear test [J]. Rock and Soil Mechanics, 2019, 40(5): 1649-1656.
[14] LI Shu-zhao, WANG Zhong-chang, JIA Xu, HE Lin-lin, . Simplified calculation method for cyclic bearing capacity of suction anchors with taut mooring in soft clay [J]. Rock and Soil Mechanics, 2019, 40(5): 1704-1712.
[15] ZHOU Xiao-wen, CHENG Li, ZHOU Mi, WANG Qi, . Behavior of ball penetration in clay in centrifuge testing [J]. Rock and Soil Mechanics, 2019, 40(5): 1713-1720.
Viewed
Full text


Abstract

Cited
  Shared   
  Discussed   
[1] WEI Long-hai, WANG Ming-nian, ZHAO Dong-ping, JI Yan-lei. Study of deformation controlling measures for large-span shallow tunnel[J]. , 2010, 31(2): 577 -581 .
[2] DING Wen-qi，YUAN Sen-lin，GAO Xiao-qing，XIE Dong-wu. Research on construction disturbance characteristics caused by super large diameter pipe jacking in electric power tunnel[J]. , 2010, 31(9): 2901 -2906 .
[3] Lü Xi-lin，HUANG Mao-song，QIAN Jian-gu. Strength parameter of sands under true triaxial test[J]. , 2009, 30(4): 981 -984 .
[4] SONG Yong-jun , HU Wei , WANG De-sheng , ZHOU Jun-lin. Analysis of squeezing effect of compaction piles based on modified Cam-clay model[J]. , 2011, 32(3): 811 -814 .
[5] SUN De-an，MENG De-lin，SUN Wen-jing，LIU Yue-miao. Soil-water characteristic curves of two bentonites[J]. , 2011, 32(4): 973 -0978 .
[6] LU Tao, WANG Kong-wei, LI Jian-lin. Study of failure mode of sandstone under reservoir water pressures[J]. , 2011, 32(S1): 413 -0418 .
[7] CHEN Xin-ze. Interaction mechanism and reinforcement effects of prestressed anchorage piles based on FLAC 3D[J]. , 2009, 30(S2): 499 -504 .
[8] WEI Ming-yao, WANG En-yuan, LIU Xiao-fei, WANG Chao. Numerical simulation of rockburst prevention effect by blasting pressure relief in deep coal seam[J]. , 2011, 32(8): 2539 -2543 .
[9] ZHU Yuan-guang，LIU Quan-sheng，ZHANG Cheng-yuan，SHI Kai. Nonlinear viscoelastic creep property of rock with time-temperature equivalence effect[J]. , 2012, 33(8): 2303 -2309 .
[10] LU Qiang，WANG Zhan-Jiang，LI Jin，GUO Zhi-Yun，MEN Chao-Ju. Linear viscoelastic constitutive relation of loess under spherical stress wave[J]. , 2012, 33(11): 3292 -3298 .
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