›› 2009, Vol. 30 ›› Issue (9): 2869-2874.

• Numerical Analysis • Previous Articles     Next Articles

Solution charts for consolidation analysis of strip footings embedded in a finite stratum

ZHANG Wen-wei1, MENG Qing-shan2, ZHU Guo-fu1, WANG Ren2   

  1. 1. Department of Engineering Structures and Mechanics, Wuhan University of Technology, Wuhan 430070, China; 2. Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China
  • Received:2009-02-19 Online:2009-09-10 Published:2010-03-24

Abstract:

The finite element method is used to investigate the consolidation behaviour of strip footings embedded in a finite stratum based on Biot’s consolidation theory. The calculation is carried out using a well-known finite element software, ABAQUS. The influences of three factors: (1) the ratio of buried depth to the thickness of the stratum, (2) the ratio of footing width to the thickness of the stratum, (3) the Poisson’s ratio of the soil skeleton on the average degree of consolidation settlement have been examined. Based on the results of analysis, a new normalized dimensionless time is suggested. Solution charts for determining the average degree of consolidation settlement of strip footings embedded in a finite stratum are presented. The charts can provide engineers with a quick answer to the design issues. The maximum error caused by using the solution charts is within 3 %.

Key words: consolidation, embedded strip footing, solution charts, finite element method, coupled analysis

CLC Number: 

  • TU 411.5
[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] TU Yuan, WANG Kui-hua, ZHOU Jian, HU An-feng, . Application of effective stress method and effective consolidation stress method for strength calculation in preloading ground [J]. Rock and Soil Mechanics, 2020, 41(2): 645-654.
[4] SUN Rui, YANG Feng, YANG Jun-sheng, ZHAO Yi-ding, ZHENG Xiang-cou, LUO Jing-jing, YAO Jie, . Investigation of upper bound adaptive finite element method based on second-order cone programming and higher-order element [J]. Rock and Soil Mechanics, 2020, 41(2): 687-694.
[5] LIU Zhong-yu, XIA Yang-yang, ZHANG Jia-chao, ZHU Xin-mu. One-dimensional elastic visco-plastic consolidation analysis of saturated clay considering Hansbo’s flow [J]. Rock and Soil Mechanics, 2020, 41(1): 11-22.
[6] ZHANG Lei, WANG Ning-wei, JING Li-ping, FANG Chen, DONG Rui, . Comparative experiments of different electrode materials on electro-osmotic consolidation [J]. Rock and Soil Mechanics, 2019, 40(9): 3493-3501.
[7] 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.
[8] QIU Jin-wei, PU He-fu, CHEN Xun-long, LÜ Wei-dong, LI Lei. Coupled analysis of self-weight consolidation and contaminant transport in confined disposal of contaminated sediments [J]. Rock and Soil Mechanics, 2019, 40(8): 3090-3098.
[9] ZHANG Zhi-guo, HUANG Mao-song, YANG Xuan, . Analytical solution for dissipation of excess pore water pressure and soil consolidation settlement induced by tunneling under the influence of long-term leakage [J]. Rock and Soil Mechanics, 2019, 40(8): 3135-3144.
[10] LI Chen, WU Wen-bing, MEI Guo-xiong, ZONG Meng-fan, LIANG Rong-zhu, . Analytical solution for 1D degradation-consolidation of municipal solid waste under different drainage conditions [J]. Rock and Soil Mechanics, 2019, 40(8): 3071-3080.
[11] ZHANG Hai-ting, YANG Lin-qing, GUO Fang, . Solution and analysis of dynamic response for rigid buried pipe in multi-layered soil based on SBFEM [J]. Rock and Soil Mechanics, 2019, 40(7): 2713-2722.
[12] 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.
[13] GONG Wen-hui, ZHAO Xu-dong, QIU Jin-wei, LI Yi, YANG Han. Nonlinear analysis of one-dimensional consolidation of saturated clay including dead-weight effects and large strain [J]. Rock and Soil Mechanics, 2019, 40(6): 2099-2107.
[14] JIA Rui, LEI Hua-yang, . Experimental study of anisotropic consolidation behavior of Ariake clay [J]. Rock and Soil Mechanics, 2019, 40(6): 2231-2238.
[15] LUO Qing-zi, CHEN Xiao-ping, YUAN Bing-xiang, FENG De-luan, . Deformation behavior and consolidation model of soft soil under flexible lateral constraint [J]. Rock and Soil Mechanics, 2019, 40(6): 2264-2274.
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] 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] 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 .
[4] 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 .
[5] WU Zhi-jian, CHE Ai-lan, MA Wei, FENG Shao-kong, SHI Hang. Application study of transient surface wave survey on embankment in permafrost regions[J]. , 2010, 31(S2): 335 -341 .
[6] LONG Wan-xue, CHEN Kai-sheng, XIAO Tao, PENG Xiao-ping. Research of general triaxial test for unsaturated red clay[J]. , 2009, 30(S2): 28 -33 .
[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] ZHAO Yue-tang, LIN Jia-wei, SHI Lei. Research of spalling under impulse loading[J]. , 2011, 32(S2): 122 -126 .
[9] WANG Guo-cui, YANG Min. Nonlinear analysis of laterally loaded piles in sand[J]. , 2011, 32(S2): 261 -267 .
[10] YUAN Jing-qiang , CHEN Wei-zhong , TAN Xian-jun , WANG Hui. Mesomechanical simulation of grouting in weak strata[J]. , 2011, 32(S2): 653 -659 .