摘要
施工过程中整体稳定性态的试验,据此建立了稳定分析的假定,推导出两个方便实用的稳定性分析公式。通过研究,认为该公式比现在人们惯用的Kranz方法更具有普遍性。
A model test to observe the overall stability of anchored sheet piling system was introduced ia this paper. Based on the test, the authors proposed some assumptions for stability analysis and presented two theoretical formulas which are more general than Kranz method ia application.
出处
《岩土工程学报》
EI
CAS
CSCD
北大核心
1990年第2期27-34,共8页
Chinese Journal of Geotechnical Engineering
