›› 2013, Vol. 34 ›› Issue (12): 3372-3376.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Analogous relationship between solutions of nonhomogeneous and homogeneous foundations

ZHOU Feng-xi1, LAI Yuan-ming2, MI Hai-zhen1   

  1. 1. School of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, China; 2. Cold and Arid Regions Environmental and Engineering Research Institute, Chinese Academy of Sciences, Lanzhou 730000, China
  • Received:2013-05-27 Online:2013-12-10 Published:2013-12-19

Abstract: The problem of half-space nonhomogeneous foundation subjected to vertical and horizontal linear loads is studied. The linear transformative relation between the solutions of the nonhomogeneous foundation and the corresponding homogeneous foundation is analyzed. Based on deformation compatibility condition, the analytical expressions of stress and strain component are obtained. Through comparing solutions of nonhomogeneous foundation and the corresponding homogenous foundation, linearly correlation relation between the both is found. The solution of the nonhomogeneous foundation can be linearly expressed by that of homogenous foundation with the same conditions. The transformation factors between the solutions of two kinds of soil are derived in analytic forms, witch reflect the nonhomogeneous properties of the foundation. Therefore, solutions of the non-homogenous foundation can be reduced to that of a homogenous one and the calculation of the transition parameters, which simplifies the solution procedure. For the convenience of engineering application, analogous transformation coefficient is given by graphic form with different nonhomogeneous indices.

Key words: nonhomogeneous foundation, analogous transformation, analytical solution, elastic half-space

CLC Number: 

  • TU 431
[1] CHENG Tao, YAN Ke-qin, HU Ren-jie, ZHENG Jun-jie, ZHANG Huan, CHEN He-long, JIANG Zhi-jie, LIU Qiang, . Analytical method for quasi-two-dimensional plane strain consolidation problem of unsaturated soil [J]. Rock and Soil Mechanics, 2020, 41(2): 453-460.
[2] MENG Yu-han, ZHANG Bi-sheng, CHEN Zheng, MEI Guo-xiong, . Consolidation analysis of foundation with sand blankets under ramp loading [J]. Rock and Soil Mechanics, 2020, 41(2): 461-468.
[3] ZHANG Yu-guo, WAN Dong-yang, ZHENG Yan-lin, HAN Shuai, YANG Han-yue, DUAN Meng-meng. Analytical solution for consolidation of vertical drain under vacuum preloading considering the variation of radial permeability coefficient [J]. Rock and Soil Mechanics, 2019, 40(9): 3533-3541.
[4] XIA Cai-chu, LIU Yu-peng, WU Fu-bao, XU Chen, DENG Yun-gang, . Viscoelasto-viscoplastic solutions for circular tunnel based on Nishihara model [J]. Rock and Soil Mechanics, 2019, 40(5): 1638-1648.
[5] XIN Ya-wen, ZHOU Zhi-fang, MA Jun, LI Ming-wei, CHEN Meng, WANG Shan, HU Zun-yue, . A method for determining aquitard hydraulic parameters based on double-tube field test [J]. Rock and Soil Mechanics, 2019, 40(4): 1535-1542.
[6] MENG Yu-han, CHEN Zheng, FENG Jian-xue, LI Hong-po, MEI Guo-xiong, . Optimization of one-dimensional foundation with sand blankets under the non-uniform distribution of initial excess pore water pressure [J]. Rock and Soil Mechanics, 2019, 40(12): 4793-4800.
[7] HUANG Chao-xuan. Research on nonlinear consolidation calculation of foundation treated with prefabricated vertical drains [J]. Rock and Soil Mechanics, 2019, 40(12): 4819-4827.
[8] WU Gang, SUN Hong-yue, FU Cui-wei, CHEN Yong-zhen, TANG Bi-hui,. A mathematical model and its solution for unsteady flow under siphon drainage by fully penetrating well in soft ground [J]. , 2018, 39(9): 3355-3361.
[9] XIA Chang-qing, HU An-feng, CUI Jun, Lü Wen-xiao, XIE Kang-he, . Analytical solutions for one-dimensional nonlinear consolidation of saturated soft layered soils [J]. , 2018, 39(8): 2858-2864.
[10] ZHANG Bing-qiang, WANG Qi-yun, LU Xiao-ying, . Analytical solution for non-Darcian seepage field of a shallow circular tunnel in soft soil [J]. Rock and Soil Mechanics, 2018, 39(12): 4377-4384.
[11] WANG Lei, LI Lin-zhong, XU Yong-fu, XIA Xiao-he, SUN De-an,. Analysis of one-dimensional consolidation of fractional viscoelastic saturated soils with semi-permeable boundary [J]. , 2018, 39(11): 4142-4148.
[12] HU Zhi-feng, CHEN Jian, QIU Yue-feng, LI Jian-bin, ZHOU Xing-tao, . Analytical formula for ground settlement induced by horizontal movement of retaining wall [J]. , 2018, 39(11): 4165-4175.
[13] LI Chuan-xun, WANG Su. An analytical solution for one-dimensional nonlinear consolidation of soft soil [J]. , 2018, 39(10): 3548-3554.
[14] ZHANG Hao, SHI Ming-lei, GUO Yuan-cheng, LI Yong-hui,. Analysis of stress and displacement characteristics of bridge pile and pier adjacent to one-side loading [J]. , 2017, 38(9): 2683-2692.
[15] XU Ying, LIANG Jian-wen, LIU Zhong-xian,. Diffraction of Rayleigh waves around a circular cavity in poroelastic half-space [J]. , 2017, 38(8): 2411-2425.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] WANG Gang, LI Shu-cai, WANG Ming-bin. Study of stability of anchoring jointed rockmass under seepage pressure[J]. , 2009, 30(9): 2843 -2849 .
[2] LIU En-long. Breakage mechanics for geomaterials: Breakage mechanism of structural blocks and binary-medium model[J]. , 2010, 31(S1): 13 -22 .
[3] YANG Ai-wu,YAN Shu-wang,DU Dong-ju,ZHAO Rui-bin,LIU Ju. Experimental study of alkaline environment effects on the strength of cement soil of Tianjin marine soft soil[J]. , 2010, 31(9): 2930 -2934 .
[4] JIE Yu-xin, YANG Guang-hua. Modification of elastoplastic models based on generalized potential theory[J]. , 2010, 31(S2): 38 -42 .
[5] ZHOU Hua,WANG Guo-jin1,,FU Shao-jun,ZOU Li-chun,CHEN Sheng-hong. Finite element analysis of foundation unloading and relaxation effects of Xiaowan Arch Dam[J]. , 2009, 30(4): 1175 -1180 .
[6] YE Fei, ZHU He-hua, HE Chuan. Back-filled grouts diffusion model and its pressure to segments of shield tunnel[J]. , 2009, 30(5): 1307 -1312 .
[7] CHEN Lin, ZHANG Yong-xing, RAN Ke-xin. A method for calculating active earth pressure considering shear stress[J]. , 2009, 30(S2): 219 -223 .
[8] LUO Qiang , WANG Zhong-tao , LUAN Mao-tian , YANG Yun-ming , CHEN Pei-zhen. Factors analysis of non-coaxial constitutive model’s application to numerical analysis of foundation bearing capacity[J]. , 2011, 32(S1): 732 -0737 .
[9] SHI Chong , XU Wei-ya , ZHANG Yu , LI De-liang , LIU He. Study of dynamic parameters for talus deposit based on model of cellular automata[J]. , 2011, 32(6): 1795 -1800 .
[10] GONG Wei-ming, HUANG Ting, DAI Guo-liang. Experimental study of key parameters of high piled foundation for offshore wind turbine[J]. , 2011, 32(S2): 115 -121 .