摘要
本文介绍了多级加筋土挡土墙的设计计算方法,分析了不同的级间平台宽度对挡土墙稳定的影响,并结合现场试验进行了验证,结果吻合。
About the design of multilevel reinforced earth retaining walls. is introduced. The influence of the width of plat roof between two walls on stability of wall is then analysed. It is proved though several locale tests.
出处
《土工基础》
2003年第2期16-18,22,共4页
Soil Engineering and Foundation
关键词
多级加筋土
挡土墙
平台宽度
设计
multilevel reinforced earth retaining wall, design method, width of plat roof
