›› 2003, Vol. 24 ›› Issue (2): 296-303.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Test for interface characterictics of geogrid

SHI You-zhi , MA Shi-dong   

  1. Department of Civil Engineering, Huaqiao University, Quanzhou 362077, China
  • Received:2002-07-19 Online:2003-02-10 Published:2014-08-19

Abstract: There are many results about the interface test for geotextile , but the testing result of geogrid is lacking. This paper presents the contents and results of interface tests for uniaxial oriented geogrid and warp knitting geogrid; some useful opinions are provided. The interface friction coefficients between geogrid and sand-gravel and coarse sand and eluvial soil, are evaluated; and then compared with the testing results of the woven geotextile .

Key words: geogrid, interface tests, reinforced soil

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] 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.
[2] XU Peng, JIANG Guan-lu, LEI Tao, LIU Qi, WANG Zhi-meng, LIU Yong, . Calculation of seismic displacement of reinforced soil retaining walls considering backfill strength [J]. Rock and Soil Mechanics, 2019, 40(5): 1841-1846.
[3] YIN Feng, ZHOU Hang, LIU Han-long, CHU Jian, . Experimental investigation on dynamic characteristics of XCC pile-geogrid composite foundation under static and dynamic loads of vehicles [J]. Rock and Soil Mechanics, 2019, 40(4): 1324-1330.
[4] XU Peng , JIANG Guan-lu , WANG Xun, HUANG Hao-wei , HUANG Zhe, WANG Zhi-meng, . Centrifuge model tests on influence of facing on reinforced soil retaining walls [J]. Rock and Soil Mechanics, 2019, 40(4): 1427-1432.
[5] XU Peng, JIANG Guan-lu, QIU Jun-jie, GAO Ze-fei, WANG Zhi-meng, . Shaking table tests on reinforced soil retaining walls with full-height rigid facing [J]. Rock and Soil Mechanics, 2019, 40(3): 998-1004.
[6] WANG Jia-quan, ZHANG Liang-liang, LAI Yi, LU Meng-liang, YE Bin, . Large-scale model tests on static and dynamic mechanical characteristics of reinforced earth retaining wall [J]. Rock and Soil Mechanics, 2019, 40(2): 497-505.
[7] LIU Fang-cheng, WU Meng-tao, YANG Jun, . Experimental study of strength characteristics of geogrid reinforced rubber sand mixtures [J]. Rock and Soil Mechanics, 2019, 40(2): 580-591.
[8] WANG Jun, SHI Jing, LIU Fei-yu, CAI Yuan-qiang, . Effect of particle gradation on static and dynamic direct shear properties of geogrid-sand interface [J]. Rock and Soil Mechanics, 2019, 40(1): 109-117.
[9] WANG Yi-min, YAN Cen, YU Heng, LI Qi. Experimental study of soil stress characteristics of geogrid-reinforced widened embankment under static loadings [J]. , 2018, 39(S1): 311-317.
[10] XU Peng, JIANG Guan-lu, QIU Jun-jie, LIN Zhan-zhan, WANG Zhi-meng,. Limit analysis on yield acceleration and failure model of reinforced soil retaining walls using two-wedge method [J]. , 2018, 39(8): 2765-2770.
[11] CHEN Jian-feng, TIAN Dan, LIU Jun-xiu,. Internal failure mechanism of reinforced soil walls with rigid/flexible facings [J]. , 2018, 39(7): 2353-2360.
[12] LIU Fei-yu, SHI Jing, WANG Jun, CAI Yuan-qiang,. Dynamic shear behavior of interface for clay reinforced with geogrid encapsulated in thin layers of sand [J]. , 2018, 39(6): 1991-1998.
[13] XU Peng, JIANG Guan-lu, HU Yao-fang , REN Shi-jie, WANG Zhi-meng, . Calculation of fundamental frequencies of reinforced retaining walls with full-height rigid facing [J]. Rock and Soil Mechanics, 2018, 39(12): 4475-4481.
[14] XU Peng, JIANG Guan-lu, WANG Ning, LEI Tao, WANG Zhi-meng,. Centrifugal model test on influence of relative compactness on reinforced soil retaining walls [J]. , 2018, 39(11): 4010-4016.
[15] WANG Jia-quan, ZHANG Liang-liang, LIU Zheng-quan, ZHOU Yuan-wu. Large model test on geogrid reinforced sand soil foundation under dynamic loading [J]. , 2018, 39(10): 3539-3547.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] LIU Xiao,TANG Hui-ming,LIU Yu. A new model for landslide displacement prediction based on set pair analysis and fuzzy-Markov chain[J]. , 2009, 30(11): 3399 -3405 .
[2] HU Da-wei, ZHOU Hui, XIE Shou-yi, ZHANG Kai, SHAO Jian-fu, FENG. Study of Biot’s coefficients of marble during plastic deformation phase[J]. , 2009, 30(12): 3727 -3732 .
[3] SHI Xu-chao,HAN Yang. Water absorption test of soft clay after rebound under unloading[J]. , 2010, 31(3): 732 -736 .
[4] ZHU Jian-ming,PENG Xin-po,YAO Yang-ping,XU Jin-hai. Application of SMP failure criterion to computing limit strength of coal pillars[J]. , 2010, 31(9): 2987 -2990 .
[5] YUAN Xi-zhong, LI Ning , ZHAO Xiu-yun, YANG Yin-tao. Analysis of sensitivity of frozen ground bearing capacity to climate change in Northeast China permafrost regions[J]. , 2010, 31(10): 3265 -3272 .
[6] BAI Bing, LI Xiao-chun, SHI Lu, TANG Li-zhong. Slope identity of elastoplastic stress-strain curve and its verification and application[J]. , 2010, 31(12): 3789 -3792 .
[7] TANG Li-min. Regularization algorithm of foundation settlement prediction model[J]. , 2010, 31(12): 3945 -3948 .
[8] LI Zhan-hai,ZHU Wan-cheng,FENG Xia-ting,LI Shao-jun,ZHOU Hui,CHEN Bing-rui. Effect of lateral pressure coefficients on damage and failure process of horseshoe-shaped tunnel[J]. , 2010, 31(S2): 434 -441 .
[9] CAI Hui-teng, WEI Fu-quan, CAI Zong-wen. Study of silty clay dynamic characteristics in Chongqing downtown area[J]. , 2009, 30(S2): 224 -228 .
[10] SONG Ling , LIU Feng-yin , LI Ning . On mechanism of rotary cone penetration test[J]. , 2011, 32(S1): 787 -0792 .