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HE Chun-bao, WANG Lin-bin, LI Gao-yang. Stresses induced by vertical rectangular uniform loads within ground based on Mindlin solution[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(3): 533-539. DOI: 10.11779/CJGE201803018
Citation: HE Chun-bao, WANG Lin-bin, LI Gao-yang. Stresses induced by vertical rectangular uniform loads within ground based on Mindlin solution[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(3): 533-539. DOI: 10.11779/CJGE201803018

Stresses induced by vertical rectangular uniform loads within ground based on Mindlin solution

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  • Received Date: May 21, 2017
  • Published Date: March 24, 2018
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  • [1]
    Geddes J D.Stresses in foundation soils due to vertical subsurface loading[J]. Géotechnique, 1966, 16(3): 231-255.
    [2]
    MINDLIN R D.Force at a point in the interior of a semi-infinite solid[J]. Journal of Applied Physics, 1936, 7(5): 195-202.
    [3]
    GEDDES J.Stresses in foundation soils due to vertical subsurface loading[J]. Géotechnique, 1966, 16(3): 231-255.
    [4]
    袁聚云, 赵锡宏. 竖向均布荷载作用在地基内部时的土中应力公式[J]. 上海力学, 1995, 16(3): 213-222.
    (YUAN Ju-yun, ZHAO Xi-hong.Formulas for the calculations of stresses in soil subjecting to distributed loading beneath the surface of the ground[J]. Shanghai Journal of Mechanics, 1995, 16(3): 213-222. (in Chinese))
    [5]
    袁聚云, 赵锡宏. 竖向线荷载和条形均布荷载作用在地基内部时的土中应力公式[J]. 力学季刊, 1999, 20(2): 156-165.
    (YUAN Ju-yun, ZHAO Xi-hong.Formulus for calculating stresses in soil subjecting to vertical line load and strip distributed load beneath the surface of ground[J]. Chinese Quarterly of Mechanics, 1999, 20(2): 156-165. (in Chinese))
    [6]
    王士杰, 张梅, 白永兵, 等. 矩形面积均布荷载下的明氏应力公式[J]. 河北农业大学学报, 2001, 24(1): 68-72.
    (WANG Shi-jie, ZHANG Mei, BAI Yong-bing, et al.The Mindlin's stress formula under the rectangular area with uniform distributed loading[J]. Journal of Agricultural University of Hebei, 2001, 24(1): 68-72. (in Chinese))
    [7]
    王洪新. 半无限弹性体内作用竖向矩形和条形均布荷载时的应力计算公式[J]. 岩土力学, 2016, 37(1): 113-118.
    (WANG Hong-xin.Equations for calculating stresses in a semi-infinite elastic solid subjecting to a vertical rectangular and strip uniform load beneath ground surface[J]. Rock and Soil Mechanics, 2016, 37(1): 113-118. (in Chinese))
    [8]
    邱明兵, 刘金砺, 秋仁东, 等. 基于Mindlin解的单桩竖向附加应力系数[J]. 土木工程学报, 2014, 47(3): 130-137.
    (QIU Ming-bing, LIU Jin-li, QIU Ren-dong, et al.Study on vertical additional stress coefficient for the single piles based on Mindlin's stress solution theory[J]. China Civil Engineering Journal, 2014, 47(3): 130-137. (in Chinese))
    [9]
    皇甫明, 王幼青, 王梦恕. 水平力对竖直桩沉降和承载力影响的研究[J]. 岩土工程学报, 2003, 25(4): 511-513.
    (HUANGFU Ming, WANG You-qing, WANG Meng-shu.Study of effects of lateral loads on the settlement and bearing capacity of pile[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(4): 511-513. (in Chinese))
    [10]
    何春保, 蔡健. 十字交叉梁与地基共同作用的半解析半数值分析方法[J]. 岩土工程学报, 2006, 28(6): 761-766.
    (HE Chun-bao, CAI Jian.Grillage beams on elastic foundation analyzed by a semi-analytical and semi-numerical method[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(6): 761-766. (in Chinese))
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