The failuremechanismofrock slope due to surface infiltration is discussed.
对地表入渗影响下的岩体边坡失稳机制进行了探讨。
2
At the same time, some scientific hypotheses of the damage evolution equations and stress-strain relationship as well as the failuremechanismofrock mass are also proposed.
同时，也为进一步建立岩体结构合理的损伤演化方程、本构关系和研究岩石破坏机理提供了科学依据。
3
The interior failuremechanismofrock strata developing from large-scale excavation and the rules of land surface deformation are analyzed on the base of careful investigation.