摘要
在对现有土钉墙设计方法进行分析的基础上 ,指出了其存在的不足 ,提出了土钉墙设计的滑楔平衡法 ,并利用该方法对边坡稳定中的几个问题进行了讨论。最后通过工程实例说明了这一方法的应用。
Based on analyzing the design methods of soil nailing walls described in technical codes, the shortages of these methods have been shown, and a new method which can be called “sliding sphenoid mass limit analysis” is proposed. Some problems of slope stability analysis are discussed by this way. A project example is used to show the application finally.
出处
《工业建筑》
CSCD
北大核心
2002年第2期33-36,共4页
Industrial Construction
关键词
滑楔体
土钉
内力
土钉墙
设计
sliding sphenoidal mass inner force of soil nailing design method
