节点文献
破碎岩质边坡开挖变形规律的试验研究
EXPERIMENTAL STUDY ON THE DEFORMATION OF FRACTURE ROCK SLOPE DURING EXCAVATION
【Author】 Deng Hongyan;Zhou Depei;Yang Tao Civil Engineering Deparment Southwest Jiaotong University Chengdu,610031
【机构】 西南交通大学土木工程学院;
【摘要】 边坡开挖变形规律对开挖稳定性影响很大,特别是破碎岩质边坡。本文结合万粱高速公路张家坪路堑高边坡工程,开展了地质力学模型试验研究。研究了仅开挖不加支挡结构和先加支挡结构后开挖两种工况下,边坡开挖的变形规律,本项成果对设计和施工提供了有价值的参考资料。
【Abstract】 The regulation of slope excavation has a large influence on excavation stability, especially fracturerock slope. According to the Zhangjiaping high cut slope of Wanliang Highway, We proceed the geomechanicsmodel test. Analyze the regulation of deformation during slope excavation, under such two conditions: onlyexcavate without structure and excavate with structure done. This result provides worthy reference to design andconstruction.
- 【会议录名称】 第八次全国岩石力学与工程学术大会论文集
- 【会议名称】第八次全国岩石力学与工程学术大会
- 【会议时间】2004-10
- 【会议地点】中国成都
- 【分类号】TU413
- 【主办单位】中国岩石力学与工程学会