Advanced Search
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
  • Scopus数据库收录期刊
Volume 38 Issue 8
Turn off MathJax
Article Contents
Abstract
References
Related Articles
AI Zhi-yong, YANG Ke-shu. Parametric study on an elastic rectangle plate on transversely isotropic multi-layered soils[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(8): 1442-1446. DOI: 10.11779/CJGE201608011
Citation: AI Zhi-yong, YANG Ke-shu. Parametric study on an elastic rectangle plate on transversely isotropic multi-layered soils[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(8): 1442-1446. DOI: 10.11779/CJGE201608011
shu

Parametric study on an elastic rectangle plate on transversely isotropic multi-layered soils

  • 1. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China; 2. Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, China

More Information
  • Received Date: July 21, 2015
  • Published Date: August 24, 2016
    Graphical Abstract
    • Abstract
  • According to the analytical element of a single layer and the continuity conditions between each layer, the vertical displacements of transversely isotropic multi-layered soils under arbitrary vertical uniform loads are obtained. Based on the displacement coordination and smooth contact, the analytical solutions to the interaction problem between the flexible rectangular footing and transversely isotropic multi-layered soils are derived. A Fortran module is developed to analyze the effects of the rigidity of the rectangular footing, transversely isotropic and stratified characters. The results show that the rigidity ratio of plate to soil γ, transversely isotropic parameter m and stratified parameter α exert a great influence on the vertical displacements of soils, while the influence of parameters n and β is limited.
    • FullText(HTML)
    • References (10)
  • [1]
    陈光敬, 赵锡宏, 于 立. 传递矩阵法求解成层横观各向同性弹性体轴对称问题[J]. 岩土工程学报, 1998, 20(5): 105-108. (CHEN Guang-jing, ZHAO Xi-hong, YU Li. Transferring matrix method to solve axisymmetric problems of layered cross-anisotropic elastic body[J]. Chinese Journal of Geotechnical Engineering, 1998, 20(5): 105-108. (in Chinese))
    [2]
    顿志林, 刘干斌, 苌向阳, 等. 层状横观各向同性地基轴对称问题的位移解法[J]. 焦作工学院学报(自然科版), 2002, 21(6): 420-426. (DUN Zhi-lin, LIU Gan-bin, CHANG Xiang-yang. Displacement function method of axisymmetrical problem with transversely isotropic layers[J]. Jounal of Jiaozuo Institute of Technology (Natural Science), 2002, 21(6): 420-426. (in Chinese))
    [3]
    艾智勇, 成怡冲. 三维横观各向同性成层地基的传递矩阵解[J]. 岩土力学, 2010, 31(增刊2): 25-30. (AI Zhi-yong, CHENG Yi-chong. Transfer matrix solutions of three-dimensional transversely isotropic multi-layered soils[J]. Rock and Soil Mechanics, 2010, 31(S2): 25-30. (in Chinese))
    [4]
    艾智勇, 胡亚东. 3D横观各向同性地基非耦合解析层元[J]. 岩土工程学报, 2013, 35(增刊2): 717-720. (AI Zhi-yong, CHENG Yi-chong. Uncoupled analytical layer-element for 3D transversely isotropic multilayered foundation[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(S2): 717-720. (in Chinese))
    [5]
    袁聚云, 孙祥波. 传递矩阵法分析中心荷载下对称刚性板地基沉降和反力[J]. 力学季刊, 2005, 26(2): 316-321. (YUAN Ju-yun, SUN Xiang-bo. Analysis of settlement and contact pressure of symmetric rigid plate on subgrade under central concentrated load with method of transferring matrix[J]. Chinese Quarterly of Mechanics, 2005, 26(2): 316-321. (in Chinese))
    [6]
    艾智勇, 曹国军. 弹性矩形板下横观各向同性多层地基分析[J]. 岩土力学, 2011, 32(增刊2): 59-63. (AI Zhi-yong, CAO Guo-jun. Analysis of transversely isotropic layered soils under an elastic rectangle plate[J]. Rock and Soil Mechanics, 2011, 32(S2): 59-63. (in Chinese))
    [7]
    艾智勇, 史本凯. 横观各向同性层状地基上轴对称受荷刚性圆板问题[J]. 岩土工程学报, 2014, 36(12): 2341-2344. (AI Zhi-yong, SHI Ben-kai. An axisymmetrically loaded rigid circular disc on transversely isotropic layered soils [J]. Chinese Journal of Geotechnical Engineering, 2014, 36(12): 2341-2344. (in Chinese))
    [8]
    陈树坚, 彭育池. 多种地基假定下弹性基础板的样条有限元计算[J]. 中山大学学报, 1980, 19(2): 15-23. (CHEN Shu-jian, PENG Yue-chi. On spline finite element computation of plates on elastic foundations for various base-models[J]. Journal of Sun Yat-sen University, 1980, 19(2): 15-23. (in Chinese))
    [9]
    王元汉, 邱先敏, 张佑启. 弹性地基板的等参有限元法计算[J]. 岩土工程学报, 1998, 20(4): 7-11. (WANG Yuan-han, QIU Xian-min, CHENG You-qi. Bending plate on an elastic half-space analyzed by isoparametric elements[J]. Chinese Journal of Geotechnical Engineering, 1998, 20(4): 7-11. (in Chinese))
    [10]
    WANG Y H, THAM L G, TSUI Y, et al. Plate on layered foundation analyzed by a semi-analytical and semi-numerical method[J]. Computers and Geotechnics, 2003, 30(5): 409-418.
    • Related Articles

  • Related Articles

    [1]GAO You, SUN De-an, ZHANG Jun-ran, LUO Ting. Soil-water characteristics of unsaturated soils considering initial void ratio and hydraulic path[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(12): 2191-2196. DOI: 10.11779/CJGE201912003
    [2]LIN Shu, YAN Shu-wang, JIA Zhao-lin. Hydraulic fracturing and affected area of explosive reinforcement[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(S2): 53-57. DOI: 10.11779/CJGE2018S2011
    [3]LING Hua, WANG Wei, WANG Fang, FU Hua, HAN Hua-qiang. Experimental study on hydraulic fracture of gravelly soil core[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(8): 1444-1448. DOI: 10.11779/CJGE201808009
    [4]Centrifuge modeling of cracking and hydraulic fracturing in core dams induced by abrupt change of bank slope[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(12): 1935-1941.
    [5]Consolidation method of unsaturated soils for hydraulic fracturing of core walls of rock-fill dams[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(12): 1851-1857.
    [6]LI Quanming, ZHANG Bingyin, YU Yuzhen, WANG Jianguo. Numerical simulation of the process of hydraulic fracturing in earth and rockfill dams[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(2): 212-217.
    [7]ZHANG Bingyin, LI Na, LI Quanming, SUN Xun. Mechanism analysis and model test of hydraulic fracturing in embankment dams[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(11): 42-46.
    [8]YANG Tianhong, L.G. Tham, TANG Chunan, LENG Xuefeng, LI Lianchong. Influence of heterogeneity on hydraulic fracturing in rocks[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(6): 724-728.
    [9]Liu Lingyao, Cui Yihao, Zhang Guangwen. The property of hydraulic fracture of wide grading gravelly soil[J]. Chinese Journal of Geotechnical Engineering, 1998, 20(3): 10-13.
    [10]Ting Chinsu, Yang Bin. The Study of Hydraulic Fracturing on Compacted Cohesive Soil[J]. Chinese Journal of Geotechnical Engineering, 1987, 9(3): 1-15.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views PDF downloads Cited by()
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return