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了试验研究，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。
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
出处
《西部探矿工程》
CAS
1995年第6期6-8,14,共4页
West-China Exploration Engineering
关键词
加筋土
加筋砂土
极限承载力
砂土地基
concrete-adding soil deformation of concrete-adding soil loading limit
