极限分析法 meaning in Chinese
limit analysis method
Examples
- Limit analysis method of slope stability
土坡稳定极限分析法 - Now , there are three main methods , namely limit equilibrium method , plasticity limit analysis and fem
目前，边坡工程稳定性分析主要有极限平衡法、塑性极限分析法和有限元法。 - Simultaneously , combine with his own work experience , the author gets an advanced detail and general design steps . and then illustrates an actual engineering which is designed with the article ’ s recommendatory method and steps . by combining with the test results , it is proved that the ground treatment result obtains the design requirement and the commendatory method is right , which is able to provide reference value to the engineering
本文首先对加筋土的研究现状做了详细的介绍和分析,在此基础之上,对加筋土地基设计方法做了一定的研究,对地基承载力力设计方法做了对比分析,选择极限分析法作为本文的推荐方法,并结合作者自身的工作经验,提出了加筋土地基详细和全面的设计步骤,然后用一个加筋土地基实际工程为例,采用本文推荐的设计方法和步骤进行设计,并通过现场试验结果,证明该地基处理达到设计要求,也证明了推荐方法计算的准确性,这对广大工程师在实际工程操作中有较高的参考价值。 - Based on the theory of limit equilibrium and limit analysis approaches , a new calculation module is presented to study the fracture mechanism of foundations adjacent to or above slopes , which can consider the effect of ascent of fill section at the back of slopes . in the calculation of the ultimate bearing capacity of sloping ground with program written , the mobilization factor of the fill section at the back of the sloping ground in different conditions is gained . and , the bearing capacity factors and mobilization factor can be used in theory analysis and design of sloping ground
为了研究斜坡地基的破坏机理，本文还利用极限平衡法和极限分析法建立了一个新的能考虑坡后土体坡度影响的斜坡地基的计算模式，通过编程对斜坡地基的极限承载力进行了计算，得出了不同地基情况下的斜坡地基坡后土体的发挥系数，得到的斜坡地基的承载力系数和发挥系数可用于斜坡地基的理论分析和设计当中。