›› 2003, Vol. 24 ›› Issue (2): 249-253.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Interaction analysis of framed structure and bar-crossed foundation and ground soil interaction

FAN Qiu-yan1, LIU Wen-lian2, HUANG Jing-qiu2   

  1. 1. Guangxi University, Nanning 530004, China; 2.Kunming Design and Research Institute of Survey, Kunming 650051, China
  • Received:2002-04-22 Online:2003-02-10 Published:2014-08-19

PDF (PC)

1620

Abstract: The 3D mechanical interaction model of framed structure and bar-crossed foundation and ground soil is established. The effects of stratum structure and foundation section form on the interaction are analysed by FEM program ANSYS.

Key words: bar-crossed foundation, ground soil, interaction, 3D FEM

CLC Number: 

  • TU 471
  • 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] YANG De-huan, YAN Rong-tao, WEI Chang-fu, PAN Xue-ying, ZHANG Qin, . A method for determining average intergranular stresses in saturated clays [J]. Rock and Soil Mechanics, 2019, 40(6): 2075-2084.
[2] 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.
[3] SHI Li, WANG Hui-ping, SUN Hong-lei, PAN Xiao-dong, . Approximate analytical solution on vibrations of saturated ground induced by pile foundations [J]. Rock and Soil Mechanics, 2019, 40(5): 1750-1760.
[4] XIE Qiang, TIAN Da-lang, LIU Jin-hui, ZHANG Jian-hua, ZHANG Zhi-bin, . Simulation of seepage flow on soil slope and special stress-correction technique [J]. Rock and Soil Mechanics, 2019, 40(3): 879-892.
[5] WANG Yu-fei, LIU Run. Study on vertical-horizontal failure envelopes of shallow-embedded pipelines on sand [J]. Rock and Soil Mechanics, 2019, 40(3): 1129-1139.
[6] YUAN Peng-bo, YANG Xuan-yu, ZHAO Tian-yu, . Deterioration characteristics of red-bed sandstone acoustic wave properties due to water and salt solution [J]. Rock and Soil Mechanics, 2019, 40(1): 227-234.
[7] SONG Jia, DU Xiu-li, XU Cheng-shun, SUN Bao-yin，. Research on the dynamic responses of saturated porous media-pile foundation-superstructure system [J]. , 2018, 39(8): 3061-3070.
[8] DENG Hua-feng, ZHANG Heng-bin, LI Jian-lin, WANG Chen-xi-jie, ZHANG Yin-chai, WANG Wei, HU Ya-yun. Effect of water-rock interaction on unloading mechanical properties and microstructure of sandstone [J]. , 2018, 39(7): 2344-2352.
[9] LIU Xun-nan, ZHAO Lan-hao, MAO Jia, XU Dong,. Discrete element method using three dimensional distance potential [J]. , 2018, 39(7): 2639-2650.
[10] HAN Bing, LIANG Jian-wen, ZHU Jun，. Effect of lenticle on seismic response of structures in deep water-saturated poroelastic soft site [J]. , 2018, 39(6): 2227-2236.
[11] XIONG Hui, JIANG Ya-feng, YU Rong-xia. Lateral vibration impedance of piles embedded in layered soil based on Laplace transform [J]. , 2018, 39(5): 1901-1907.
[12] WANG Xue-bin, ZHANG Nan, PAN Yi-shan, ZHANG Bo-wen, DU Ya-zhi，. Experimental studies of damages and shear band interactions for clay specimens in uniaxial compression [J]. , 2018, 39(4): 1168-1175.
[13] ZHANG Ju-lian, LIANG Zhi-rong, LI Wei, LIU Jing-de. Dynamic response of interaction between existing pit slope and structure [J]. , 2018, 39(4): 1227-1235.
[14] CHENG Wan, JIANG Guo-sheng, ZHOU Zhi-dong, WEI Zi-jun, ZHANG Yu, WANG Bing-hong, ZHAO Lin, . Fracture competition of simultaneous propagation of multiple hydraulic fractures in a horizontal well [J]. Rock and Soil Mechanics, 2018, 39(12): 4448-4456.
[15] WU Sheng-zhi, WANG Ming-nian, YU Li, LIU Da-gang, HUANG Qun-wei, . Model test study on stress characteristics of backfill to segment in TBM tunnel [J]. , 2018, 39(11): 3976-3982.
Viewed
Full text


Abstract

Cited
  Shared   
  Discussed   
[1] ZHANG Guang-ming, LIU He, ZHANG Jin, WU Heng-an, WANG Xiu-xi. Mathematical model and nonlinear finite element equation for reservoir fluid-solid coupling[J]. , 2010, 31(5): 1657 -1662 .
[2] XU Ming, CHEN Jin-feng, SONG Er-xiang. Large scale triaxial testing of Douposi moderately-to-slightly weathered fill materials[J]. , 2010, 31(8): 2496 -2500 .
[3] LIN Hang，CAO Ping，LI Jiang-teng，JIANG Xue-liang，HE Zhong-ming. Deformation stability of three-dimensional slope based on Hoek-Brown criterion[J]. , 2010, 31(11): 3656 -3660 .
[4] RAN Long, HU Qi. Analysis of seepage failure of deep foundation pit in silty sand[J]. , 2009, 30(1): 241 -245 .
[5] LI Jun-cai，JI Guang-qiang，SONG Gui-hua，ZHANG Qiong，WANG Zhi-liang，YAN Xiao-min. In-situ measurement and analysis of sparse pile-raft foundation of high-rise building[J]. , 2009, 30(4): 1018 -1022 .
[6] WEI Ning，LI Xiao-chun，WANG Yan，GU Zhi-meng. Resources quantity and utilization prospect of methane in municipal solid waste landfills[J]. , 2009, 30(6): 1687 -1692 .
[7] NIU Wen-jie，YE Wei-min，LIU Shao-gang，YU Hai-tao. Limit analysis of a soil slope considering saturated-unsaturated seepage[J]. , 2009, 30(8): 2477 -2482 .
[8] WANG Ke-liang, LIU Ling, SUI Tong-bo , XU Yun-hai, HU Ting-zheng. Experiment research on anti-shear(cut)performance of dam bedrock-rubber powder modified concrete in-situ[J]. , 2011, 32(3): 753 -756 .
[9] LIN Da-ming1,2，SHANG Yan-jun1，SUN Fu-jun3，SUN Yuan-chun1,2，WU Feng-bo1,2，LIU Zhi. Study of strength assessment of rock mass and application[J]. , 2011, 32(3): 837 -842 .
[10] DENG Dong-ping，LI Liang，ZHAO Lian-heng. A new method of sliding surface searching for general stability of slope based on Janbu method[J]. , 2011, 32(3): 891 -898 .
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