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加筋土挡墙中加筋与土之间的摩擦性质初探
引用本文:姚代禄,张光羽.加筋土挡墙中加筋与土之间的摩擦性质初探[J].岩土工程学报,1989,11(1):49-54.
作者姓名:姚代禄  张光羽
作者单位:东南大学土木系;南京林业大学;
摘    要:本文通过对室内土与加筋之间的剪切试验及现场加筋拉拔试验的分析,得出土与加筋之间的剪切性质可用莫尔-库仑强度包线来表示,并建议在加筋土挡墙设计中考虑土与加筋之间的粘着力作用。本文还指明了,旨在保证加筋土结构设计的安全性、合理性及经济效果方面,用室内试验方法预报的途径。

关 键 词:加筋土挡墙  摩擦性质  现场拉拔试验  摩擦系数  粘着力  剪胀性  加筋土结构  钢块  强度包线  室内试验  

Study on Friction Character between Soil and Reinforcement in Reinforced Earth Retaining Wall
Yao Dailu,Zhang Guangyu.Study on Friction Character between Soil and Reinforcement in Reinforced Earth Retaining Wall[J].Chinese Journal of Geotechnical Engineering,1989,11(1):49-54.
Authors:Yao Dailu  Zhang Guangyu
Affiliation:Southeast University Nanjing Nanjing Forestry University
Abstract:Based on the shear tests in the laboratory and the pull-out tests in the field, it is shown that the shearing character between soil and reinforcement can be represented by the Mohr-Coulomb envelope. It is suggested that adhesive force betwween soil and reinforcement should be considered in the design of reinforced earth retaining wall. It is also pointed out that for sake of safety,reasonableness and economization of reinforced earth construction, the method of prediction based on laboratory testing shouldbeused,
Keywords:
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