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硬壳层软土地基极限承载力研究
引用本文:杨果林.硬壳层软土地基极限承载力研究[J].湖南科技大学学报(自然科学版),1995(2).
作者姓名:杨果林
摘    要:本文研究硬壳层软土地基极限承载力问题。8组室内模型试验表明硬壳层软土地基破坏模式为刺入剪切破坏。得出了硬壳层软土地基极限承戴力经验公式,提出了这类地基承载力计算公式。图2,表2,参3。

关 键 词:硬壳层  软土地基  极限承载力

STUDY OF ULTIMATE BEARING CAPACITY OF A SOFT SOIL FOUNDATION WITH A HARD CLAY SHELL
Yang Guolin.STUDY OF ULTIMATE BEARING CAPACITY OF A SOFT SOIL FOUNDATION WITH A HARD CLAY SHELL[J].Journal of Hunan University of Science & Technology(Natural Science Editon),1995(2).
Authors:Yang Guolin
Institution:Dept.of Architecture
Abstract:This paper study of ultimate bearing capacity of a soft soil foundation witha hard day shell Eight sets of model test in laboratory show that the failure model in thesoft soil foundation with a hard clay shell belong to the punching shear failure.Aecordingto this, a experimential formula about ultimate bearing capacity of this foundation is obtained.A calculating formula about ultimate bearing capacity of this foundation is presented,2figs,2tabs,3refs
Keywords:hard clay shell  soft soil foundation  ultimate bearing capacity
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