阳涉线加筋土挡墙试验研究  

TESTING STUDY ON REINFORCED EARTH RETAINING WALL ALONG YANGQUAN-SHEXIAN RAILWAY

作　　者：尹亚雄[1] 潘保田[1] 王生新[1] 

机构地区：[1]兰州大学资源环境学院,兰州730000

出　　处：《岩石力学与工程学报》2003年第z2期2916-2919,共4页Chinese Journal of Rock Mechanics and Engineering

摘　　要：通过对阳涉线双侧加筋土挡土墙的试验研究,总结并分析了墙面变形、墙背土压力的分布、基底应力分布等变化特点,验证了按简化的0.3H法设计的合理性,为加筋土挡土墙的设计应用提供了基础。Tests are carried out on the reinforced earth retaining wall along both sides of Yangquan-Shexian railway in Shanxi province. Characteristics of the deformation of metope,distributions of earth pressure on the wall and stress of base are analyzed. The research results testify the rationality of the design according to the simplified 0.3 H method,and provide reference for the design and application of reinforced earth retaining wall.

关 键 词：土力学 加筋土挡土墙 土压力 变形 试验研究 

分 类 号：TU472.3+4[建筑科学—结构工程]