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加筋土变形特征及加筋砂土地基的极限承载力
引用本文:杨有海. 加筋土变形特征及加筋砂土地基的极限承载力[J]. 西部探矿工程, 1995, 7(6): 6-8,14
作者姓名:杨有海
作者单位:兰州铁道学院教务处
摘    要:对加筋土的变形特征及加筋砂土地基的极限承载力进行试验研究,探讨了加筋土的强度提高机理,通过改变加筋竖向间距,加筋层数以及加筋层顶面埋深等条件,研究其加筋效果。

关 键 词:加筋土 加筋砂土 极限承载力 砂土地基

Deformation Characters of Concerete-adding Soiland Loading Limit of foundation
Yang Youhai. Deformation Characters of Concerete-adding Soiland Loading Limit of foundation[J]. West-china Exploration Engineering, 1995, 7(6): 6-8,14
Authors:Yang Youhai
Abstract:A test research was done concerning the deforma-tion characters of concrete-adding soil and leding limit of itsfoundation. The mechanism of improving intensity of concrete-adding soil was probed. The concrete-adding effect wasmesearped by change of votical distance concrete- adding layersand burial of top plane
Keywords:concrete-adding soil deformation of concrete-adding soil loading limit  
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