土钉墙的设计与计算分析  

DESIGN AND ANALYSIS ON SOIL NAILING WALL

作　　者：高浪[1] 谢康和[1] 潘秋元[1] 

机构地区：[1]浙江大学岩土工程研究所,杭州310027

出　　处：《工业建筑》1999年第9期16-20,共5页Industrial Construction

摘　　要：采用Bishop法的计算假定,提出了一种土钉墙的设计计算方法,在此基础上用FORTRAN语言编制了可考虑土的成层性、土钉的长度、间距、土体的粘聚力、内摩擦角和地下水位变化等因素影响的计算程序,并分析了各种因素对土钉墙稳定性的影响。A design method for soil nailing is presented in this paper based on calculating presumption in Bishop method A relevant computer program in fortran language is designed with respect to the influencing factors as follows :layers of soil length and distante of nails,soil cohension,friction angle and Charge of water table,in which some factors of influencing the soil nailing stability are analyzed

关 键 词：土钉墙 圆弧滑动法 稳定性 设计 计算 

分 类 号：TU473.4[建筑科学—结构工程]