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闫澍旺, 刘晓强, 刘润. 埋深范围土体强度对地基承载力的贡献研究[J]. 岩土工程学报, 2011, 33(zk1): 12-15.
引用本文: 闫澍旺, 刘晓强, 刘润. 埋深范围土体强度对地基承载力的贡献研究[J]. 岩土工程学报, 2011, 33(zk1): 12-15.
YAN Shu-wang, LIU Xiao-qiang, LIU Run. Ultimate bearing capacity contributed by strength of surcharge soil[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(zk1): 12-15.
Citation: YAN Shu-wang, LIU Xiao-qiang, LIU Run. Ultimate bearing capacity contributed by strength of surcharge soil[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(zk1): 12-15.

埋深范围土体强度对地基承载力的贡献研究

Ultimate bearing capacity contributed by strength of surcharge soil

  • 摘要: 常用的地基极限承载力计算公式将建筑物埋深范围的土体作为边载考虑,不考虑地基基础底部以上两侧土体的抗剪强度对地基承载力的贡献,这对于地基设计来说增加了安全储备,并无不妥。而有限元分析方法则可考虑埋深范围土体的强度对承载力的影响。本文通过将有限元法计算的地基极限承载力与太沙基公式计算的极限承载力相对比,探讨了埋深范围土体的抗剪强度对地基极限承载力的贡献幅度。

     

    Abstract: In the conventional methods for calculating the ultimate bearing capacity of subsoil, the surcharge soil is taken as a surcharging load, and the strength of the soil burying the foundation is not considered. In order to consider the ratio of the bearing capacity provided by the soil strength of the surcharge soil, the bearing capacity of subsoil is calculated by means of both the finite element method (FEM) and the conventional method. The bearing capacity provided by the surcharge soil is then estimated by comparing the results calculated by the FEM and those by the conventional method.

     

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