摘要
运用优势面理论,提出了一种考虑施工过程对土钉力影响的增量计算方法,并对该方法进行了探讨,结果表明,该方法计算的土钉力较好的符合工程实际。
An incremental calculation method for soil nail force was presented and analyzed according to the preferred plane theory, and the effect of construction process on soil nail force could be taken into account. The results indicated that the soil nail forces calculated with this method conformed to the actual situation.
出处
《岩土工程学报》
EI
CAS
CSCD
北大核心
2005年第10期1211-1214,共4页
Chinese Journal of Geotechnical Engineering
关键词
基坑支护
优势面理论
土钉力
增量计算方法
retaining and protection for foundation pits
preferred plane theory
soil nail force
incremental calculation method
