均质介质 meaning in Chinese
homogeneous medium
Examples
- Typical testing curve ' s analysis of radial compound reservoir with dual porosity medium
双孔均质介质径向复合油藏典型试井曲线分析 - It is often the case in foundation engineering that foundation subsoils are consisted of more than one layer . up to now , hansen ' s method and meyerof ' s method for two - layered subsoils are the only two options for estimating the bearing capacity
这类非均质介质基础的极限承载力计算目前常用的是汉森加权平均法和迈耶霍夫的双层地基承载力计算公式这两种方法。 - Measured results from in - site loading tests in tannin harbor and from in - door model tests were compared with predictions from the limit equilibrium methods . a method of estimating the bearing capacity for inhomogeneous medium was suggested to meet every case ; 4 . according to the results from model tests , the elastoplastic fem were performed to study the procession of the change of the stress and strain in inhomogeneous medium and to simulate the procession of the forming of the failure surface during loading , and the failure mechanism was studied ; 5
4 、结合模型试验结果，确定出了符合非均质介质规律的弹塑性模式，在此基础上分别运用二维、三维弹塑性有限元程序，模拟出了外荷载作用过程中非均质介质内部应力、变形以及破坏面的发展过程，分析得出了非均质介质地基的破坏机理； 5 、在港口工程地基设计当中，已经引入了可靠度理论计算分析基础稳定性。 - But the methods can only treat some simple cases , can not deal with muti - layered subsoils . therefore the mechanism of failure and the methods of estimating the ultimate bearing capacity should be further studied for inhomogeneous medium . in this paper , in - site test , model test with different scales and elastoplastic fem was performed to study the problem
这两种方法只能解决简单非均质介质基础的承载力问题；对于基础介质构成较复杂的情况，计算结果往往和实际值有很大的误差，因此对于非均质介质基础的破坏模式及极限承载力的计算需要更深入的研究。