The failure plane and then the limit load are calculated by overloading analysis.
利用大坝超载分析寻求破坏面,从而得出破坏的极限荷载。
As to the shear strength mobilized in drained test, both of these two components are related with the effective normal stress on the failure plane.
而在排水试验中,则这两部分强度均对应于破坏时的有效应力。
Deformation will be concerted of the fourth weak interbed exceptant bank slope rock mass and weak interbed will be potential, the most dangerous failure plane.
第四层软弱夹层以外的岸坡岩体变形较协调,这一软弱夹层是岸坡潜在的最危险的破坏面;
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