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双层地基承载力问题的研究
引用本文:徐超,高大钊. 双层地基承载力问题的研究[J]. 工程勘察, 1999, 0(5)
作者姓名:徐超  高大钊
作者单位:同济大学岩土工程系
摘    要:本文通过对比分析层状地基承载力计算方法,结合上海地区天然地基土层分布的实际情况,采用地基土性质指标按地基破坏剪切线(面)长度加权平均的方法,建立了双层地基承载力计算模式,对特定条件下的地基评价具有理论和现实意义。

关 键 词:双层地基  承载力  计算模式

Research on Bearing Capacity of Dual Ground
Xu Chao et al.. Research on Bearing Capacity of Dual Ground[J]. Geotechnical Investigation & Surveying, 1999, 0(5)
Authors:Xu Chao et al.
Affiliation:Xu Chao et al.
Abstract:Calculation model for bearing capacity of dual ground is established through analyzing the calculation of bearing capacity of layered ground together with the actual situation of natural ground soil distribution in Shanghai region. This model is significant for ground evaluation both theoretically and in practice under specific condition.
Keywords:dual ground bearing capacity calculation model  
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