The failure hypotheses and handling methods of brick masonry, soil foundation and slip layer are given.
文中给出了墙体、地基及滑动层等单元的破坏模式及处理方法。
At the same time, some scientific hypotheses of the damage evolution equations and stress-strain relationship as well as the failure mechanism of rock 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。
The statistical hypotheses about failure behavior of a software system are theoretical bases of software reliability models.
关于软件系统故障行为的统计假设，是软件可靠性模型的理论基础。
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