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
出处
《工业建筑》
EI
CSCD
北大核心
1999年第9期16-20,共5页
Industrial Construction
关键词
土钉墙
圆弧滑动法
稳定性
设计
计算
soil nailing wall circular sliding method stability analysis
