摘要
本文运用有限线应变理论导出了旁压试验孔壁土体剪应力的通解。并证明Palmer、Ladanyi、Baguelin、Cassan、Wroth and Windle的解为本文通解在某些特定条件下的特解。
General solution of shear stress on wall of pressuremeter test hole is derived herein by using the theory of finite linear strain.It shows also that the solutions of palamer, Ladanyi, Baguelin, Cassan, Wroth and Windle are special solutions of the general solution mentioned in this paper under certain specific conditions.
出处
《工程勘察》
CSCD
北大核心
1992年第3期11-13,共3页
Geotechnical Investigation & Surveying