临塑荷载 meaning in Chinese
critical edge pressure
Examples
- Compared with the condition of the two - dimensional stress state , the influence of all the parameters to the results of the formulas of the critical edge load and critical load in the condition of the three - dimensional stress state is analyzed in the end of this paper
并通过实际的算例详细的分析了临塑荷载、临界荷载中各个参数在二维应力状态下和三维应力状态下对计算结果进行了影响程度分析。 - The formulas of the critical edge load and critical load are expanded from the two - dimensional stress state to the three - dimensional stress state by using smp ( matsuoka - nakai ) strength criterion to substitute for mohr - coulomb strength criterion , and the new formulas are proposed in chapter three
本文将临塑荷载、临界荷载计算公式扩展到三维应力状态，应用smp (松岗?中井)强度准则替代莫尔?库仑强度准则，推导了三维应力状态下的临塑荷载、临界荷载计算公式。 - The formulas of the critical edge load and the critical load are wildly used in the definition of the bearing capacity in practice . for the ignorance of the middle principal stress , the results of the formulas of the critical edge load and critical load which are based on the mohr - coulomb strength criterion in the two - dimensional stress state tend to be conservative
临塑荷载、临界荷载计算公式一直是工程实际中计算地基承载力的理论基础，但是基于二维应力状态下莫尔?库仑强度准则的临塑荷载、临界荷载公式因为没有考虑到中主应力在强度上的有利作用而使计算结果偏于保守。 - Based on the summary of the famous strength criterions or strength envelope models in last century , smp ( matsuoka - nakai ) strength criterion which is wildly used in soil mechanics is briefly introduced and then brought into the practical calculations in geotechnical engineering in this paper , namely this famous three - dimensional strength criterion is used to modify the classic rankine soil pressure theory and the formulas of the critical edge load and the critical load
本文在综述了上世纪一些著名的破坏准则和强度包线模型的基础上，简单介绍了在土力学中有广泛应用的smp (松岗?中井)破坏准则，将这一著名的土体三维破坏准则应用于岩土工程实际计算(土压力计算和地基承载力计算)中，即运用smp (松岗?中井)破坏准则修正了经典的朗肯土压力计算公式和临塑荷载、临界荷载计算公式。