›› 2006, Vol. 27 ›› Issue (S1): 227-229.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Simulation and analysis of influence of friction between wall and soil on deformation of foundation pits

ZANG Xiu-ping1, LIU Sheng-kuan1, FENG Tang-wu2   

  1. School of Naval Architecture and Ocean Engineering, Jiangsu University of Science and Technology, Zhenjiang 212003, China
  • Received:2006-06-28 Published:2006-12-15

Abstract: Studying the friction between wall and soil has important meanings for calculating deformation of foundation pit and vertical bearing capacity of supporting structure for foundation pit. The effect of friction force is analyzed completely with finite element method. And comes to some conclusions are drawn so as to provide for reference to practical projects.

Key words: foundation pits, friction, finite elements

CLC Number: 

  • TU 476
  • 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] JIANG Hai-ming, LI Jie, WANG Ming-yang, . Theoretical and experimental research on the low-friction effect in slip stability of blocky rock mass [J]. Rock and Soil Mechanics, 2019, 40(4): 1405-1412.
[2] 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.
[3] ZHANG Xiao, XIAO Jun-hua, NONG Xing-zhong, GUO Jia-qi, WU Nan, . Analysis of influenced zone of foundation pit excavation adjacent to bridge pile foundation using HS-Small constitutive model [J]. Rock and Soil Mechanics, 2018, 39(S2): 263-273.
[4] WANG Zhong-jin, FANG Peng-fei, XIE Xin-yu, WANG Kui-hua, WANG Wen-jun, LI Jin-zhu, . Analysis of effected factors for vertical compressive bearing capacity of ribbed bamboo joint pile [J]. Rock and Soil Mechanics, 2018, 39(S2): 381-388.
[5] WEI Kuang-min , CHEN Sheng-shui, LI Guo-ying, WU Jun-jie, . Influence of contact effect between dam body and dam foundation on behaviours of high concrete faced rockfill dam built in steep valleys [J]. , 2018, 39(9): 3415-3424.
[6] ZHENG An-xing, LUO Xian-qi,. An extended finite element method for modeling hydraulic fracturing in perilous rock [J]. , 2018, 39(9): 3461-3468.
[7] ZHU Jun-gao, LU Yang-yang, JIANG Ming-jie, CHU Fu-yong,. Development and application of new apparatus for K0 test [J]. , 2018, 39(8): 3071-3076.
[8] CHEN Chen, LENG Wu-ming, YANG Qi, JIN Zi-hao, NIE Ru-song, QIU Jun,. Experimental study of mechanical properties of concrete pile-slurry-sand interface [J]. , 2018, 39(7): 2461-2472.
[9] SUN De-an, ZHANG Qian-yue, ZHANG Long, ZHU Zan-cheng,. Experimental study on ageing effect on shear strength of Gaomiaozi bentonite [J]. , 2018, 39(4): 1191-1196.
[10] LUO Gang, MEI Xue-feng, SHI Lu-bing, HU Xie-wen, JIN Tao, . Tribological characteristics of high-speed rolling limestone [J]. , 2018, 39(2): 474-482.
[11] LUO Xian-qi, ZHENG An-xing,. Application of extended finite element method in modelling fracture of rock mass [J]. , 2018, 39(2): 728-734.
[12] HU He-song, CHEN Xiao-bin, TANG Meng-xiong, LIAO Xiang-ying, XIAO Yuan-jie, . Investigation on shearing failure mechanism for DPC pile-soil interface in large-scale direct shear tests [J]. Rock and Soil Mechanics, 2018, 39(12): 4325-4334.
[13] JIANG Wen-yu, LIU Yi, . Determination of neutral plane depth and pile-soil stress ratio of the rigid pile composite foundation [J]. Rock and Soil Mechanics, 2018, 39(12): 4554-4560.
[14] XIONG Hao, QIU Zhan-hong, WANG Xiao-gang . Directional interpolation infinite elements for elastic medium [J]. Rock and Soil Mechanics, 2018, 39(12): 4659-4664.
[15] TIAN Mi, ZHANG Fan, LI Li-hua, . Comparative study on the quantitative analysis methods of inherent spatial variability of soil properties based on indirect test data [J]. Rock and Soil Mechanics, 2018, 39(12): 4673-4680.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] WANG Guan-shi, LI Chang-hong, CHEN Bao-jun, LI Sh-ihai. Propagation law of stress wave in nonlinear structural surface medium[J]. , 2009, 30(12): 3747 -3752 .
[2] WANG Zhao-yang, XU Qiang, NI Wan-kui. Study of undisturbed loess stress-strain relation during CT test[J]. , 2010, 31(2): 387 -391 .
[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] YAN Tie, LI Wei, BI Xue-liang. Research on effective stress model in porous media based on fractal method[J]. , 2010, 31(8): 2625 -2629 .
[6] XU Wei-sheng, CHAI Jun-rui, CHEN Xing-zhou, SUN Xu-shu. Study of nonlinear noncubic seepage in netwok rock and its application[J]. , 2009, 30(S1): 53 -57 .
[7] 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 .
[8] WEI Hou-zhen, YAN Rong-tao, WEI Chang-fu, WU Er-lin, CHEN Pan, TIAN Hui-hui. Summary of researches for phase-equilibrium of natural gas hydrates in bearing sediments[J]. , 2011, 32(8): 2287 -2294 .
[9] ZHAO Yue-tang, LIN Jia-wei, SHI Lei. Research of spalling under impulse loading[J]. , 2011, 32(S2): 122 -126 .
[10] WANG Guo-cui, YANG Min. Nonlinear analysis of laterally loaded piles in sand[J]. , 2011, 32(S2): 261 -267 .