土锚挡土板桩墙与土体系统的整体稳定性
Overall Stability of Anchored Sheet Piling System
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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。Abstract: 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.