›› 2006, Vol. 27 ›› Issue (12): 2289-2293.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Research on factors influencing HDPE-sand interface frictional properties by tilting table tests

LI Zhi-bin1, 2, XU Chao1, 2, YE Guan-bao1, 2, LIAO Xing-yue1, 2   

  1. 1. Key Laboratory of Geotechnical Engineering, Tongji University, Shanghai 200092, China; 2. Department of Geotechnical Engineering, School of Civil Engineering, Tongji University, Shanghai 200092, China
  • Received:2005-08-08 Online:2006-12-11 Published:2013-12-09

PDF (PC)

1094

Abstract: Frictional parameters of HDPE-sand interface are measured using tilting table device. In order to analyze the factors influencing frictional properties, three kinds of HDPE with different asperities and three kinds of sands with different states are used in the experiments. Tilting table tests are conducted under a normal stress range of 1.0–9.0 kPa to simulate frictional characteristics under low stresses. It is found from the results that the interface dimensions, asperity of HDPE, the state of sand have effects on the frictional properties. Test results indicate that: (1) the larger the interface, the bigger the frictional angle is; (2) the rougher the HDPE surface, the bigger the frictional angle is; (3) frictional angle of wet sand and HDPE interface is bigger than that of dry sand; (4) frictional angle of loose sand and HDPE interface is smaller than that of dense sand.

Key words: tilting table device, HDPE, sand, frictional property, influencing factor

CLC Number: 

  • TU 411.99
  • 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] MO Zhen-ze, WANG Meng-shu, LI Hai-bo, QIAN Yong-jin, LUO Gen-dong, WANG Hui, . Laboratory investigation on pore water pressure variation caused by filter cake effect during slurry-EPB shield tunneling in silty sand layer [J]. Rock and Soil Mechanics, 2019, 40(6): 2257-2263.
[2] CHEN Min, ZHANG Tao, SHAN Hua-gang, WANG Xin-zhi, MENG Qing-shan, YU Ke-fu, . Study of the relationship between compression wave velocity and physical properties of calcareous sand [J]. Rock and Soil Mechanics, 2019, 40(6): 2275-2283.
[3] JIANG Bing-nan, MA Jian-lin, LI Meng-hao, CHU Jing-lei. Experiments on spatial stress of foot blade during caisson sinking in water [J]. Rock and Soil Mechanics, 2019, 40(5): 1693-1703.
[4] CAO Meng, YE Jian-hong, . Creep-stress-time four parameters mathematical model of calcareous sand in South China Sea [J]. Rock and Soil Mechanics, 2019, 40(5): 1771-1777.
[5] SUN Yi-fei, CHEN Cheng, . A state-dependent stress-dilatancy equation without state index and its associated constitutive model [J]. Rock and Soil Mechanics, 2019, 40(5): 1813-1822.
[6] WANG Yin, ZHOU Ling-xin, YANG Qing. New drag coefficient model for irregular calcareous sand particles and its application into fluid-particle coupling simulation [J]. Rock and Soil Mechanics, 2019, 40(5): 2009-2015.
[7] ZHUANG Hai-yang, FU Ji-sai, CHEN Su, CHEN Guo-xing, WANG Xue-jian, . Liquefaction and deformation of the soil foundation around a subway underground structure with a slight inclined ground surface by the shaking table test [J]. Rock and Soil Mechanics, 2019, 40(4): 1263-1272.
[8] ZHU Yu-meng, WU Qi, CHEN Guo-xing, . Experimental investigation on shear wave velocity of sand-silt mixtures based on the theory of inter-grain contact state [J]. Rock and Soil Mechanics, 2019, 40(4): 1457-1464.
[9] WEI Xing, ZHANG Zhao, WANG Gang, ZHANG Jian-min, . DEM study of mechanism of large post-liquefaction deformation of saturated sand [J]. Rock and Soil Mechanics, 2019, 40(4): 1596-1602.
[10] LIU Cheng-yu, ZHANG Xiang, CHENG Kai, CHEN Bo-wen, . Experimental study of settlement caused by water and sand inrush in underground engineering [J]. Rock and Soil Mechanics, 2019, 40(3): 843-851.
[11] WU Meng-xi, GAO Gui-yun, YANG Jia-xiu, ZHAN Zheng-gang, . A method of predicting critical gradient for piping of sand and gravel soils [J]. Rock and Soil Mechanics, 2019, 40(3): 861-870.
[12] ZHANG Xun, HUANG Mao-song, HU Zhi-ping, . Model tests on cumulative deformation characteristics of a single pile subjected to lateral cyclic loading in sand [J]. Rock and Soil Mechanics, 2019, 40(3): 933-941.
[13] LU Yong, ZHOU Guo-qing , YANG Dong-ying, SONG Jia-qing, . Explicit calculation of sand unified model combining shear dilatancy softening and shear shrinkage hardening [J]. Rock and Soil Mechanics, 2019, 40(3): 978-986.
[14] ZHANG Cheng-gong, YIN Zhen-yu, WU Ze-xiang, JIN Yin-fu, . Three-dimensional discrete element simulation of influence of particle shape on granular column collapse [J]. Rock and Soil Mechanics, 2019, 40(3): 1197-1203.
[15] JIANG De-yi, ZHANG Shui-lin, CHEN Jie, YANG Tao, WANG Xiao-shu, XIE Kai-nan, JIANG Xiang, . Low filed NMR and acoustic emission probability density study of freezing and thawing cycles damage for sandstone [J]. Rock and Soil Mechanics, 2019, 40(2): 436-444.
Viewed
Full text


Abstract

Cited
  Shared   
  Discussed   
[1] LIU Xiao-wen，CHANG Li-jun，HU Xiao-rong. Experimental research of matric suction with water content and dry density of unsaturated laterite[J]. , 2009, 30(11): 3302 -3306 .
[2] YAO Yang-ping，FENG Xing，HUANG Xiang，LI Chun-liang. Application of UH model to finite element analysis[J]. , 2010, 31(1): 237 -245 .
[3] LIU Yuan-ming，XIA Cai-chu. Weakening mechanism of mechanical behaviors and failure models of rock mass containing discontinuous joints under direct shear condition[J]. , 2010, 31(3): 695 -701 .
[4] WAN Shao-shi, NIAN Ting-kai, JIANG Jing-cai, LUAN Mao-tian. Discussion on several issues in slope stability analysis based on shear strength reduction finite element methods (SSR-FEM)[J]. , 2010, 31(7): 2283 -2288 .
[5] GONG Jian-wu, XIA Cai-chu, ZHU He-hua, TANG Ying. Optimal analysis of construction schemes for Heshang small-space tunnels with large section[J]. , 2009, 30(1): 236 -240 .
[6] LIU Jia, WANG Dong. Tension resistance and suction of plate anchor foundation in normally consolidated clay[J]. , 2009, 30(3): 735 -740 .
[7] LIU Zhen-ping, HE Huai-jian, ZHU Fa-hua. Study of technology of fast 3D modeling and visualization based on borehole data[J]. , 2009, 30(S1): 260 -266 .
[8] CHEN Bao-guo , SUN Jin-shan , ZHANG Lei. Study of stressing state and ground treatment of reinforced concrete arch culvert[J]. , 2011, 32(5): 1500 -1506 .
[9] XING Wan-bo , ZHOU Zhong , TANG Zhong-min , SUN Gang. A new back-analysis method based on ν-SVR and improved PSO algorithm and its application[J]. , 2009, 30(S2): 540 -546 .
[10] HUO Jun-shuai, CHEN Tao, GONG Quan-mei, ZHOU Shun-hua. Confined water pumping test of deep-large-irregular foundation pit with complex surrounding conditions[J]. , 2011, 32(S2): 268 -273 .
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