摘要
通过对采用对数螺线方程来确定土钉支挡体系滑裂面方法的检验，得出了该方法是可行的，并给出了整体稳定性的计算方法，为土钉设计方法提供参考。
Soil nailing retaining system is determined by logarithmic spiral formula and this test method is feasible. The calculating method of overall stability is given, which provides reference for soil nailing design.
出处
《南钢科技与管理》
2008年第3期12-13,共2页
NISCO Technology and Management
关键词
对数螺线
整体稳定性
理论分析
logarithmic spiral
overall stability
theoretic analysis
