It prefers cohesivefailure at high temperature, otherwise it tend to interface failure at high loading rate.
提高温度有利于出现内聚破坏,而提高实验速度则易于出现界面破坏。
2
Centrifugal model tests on cohesive soil slopes were conducted during which the deformation and failure pattern of the slopes were carefully observed.
介绍了纤维加筋粘性土和素土边坡的离心模型试验成果。试验过程中详细观察并记录了边坡的变形和破坏情况。
3
To study the stability of natural sand embankment slope covered with cohesive soil layer, the mode and the mechanism of sand embankment slope failure were analyzed.