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Finite Element Analysis of the Stability of Reinforced Shotcrete and Bolting Support of Deep Construction Pit of Silty Soil

机译:粉质土壤深施工坑稳定性稳定性的有限元分析

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This paper analyses the stability of reinforced shotcrete and bolting support of deep construction pit of silty soil with finite element method, inquires into the characteristic of its deformation, and finds that the primary physics-mechanics parameters of media effecting on the stability of the support are coherent c and modulus of elasticity E, and that the main engineering factor effecting on the stability of the support is anchor. Some suggestions based on the stability analysis are presented to the engineering construction, and this paper provides a reference to the design scheme.
机译:本文分析了粉质土壤深施工坑与有限元法的稳定性,探讨其变形的特点,并发现媒体施工对支撑稳定性的主要物理 - 力学参数相干性C和弹性模量E,以及对支撑件稳定性的主要工程因素是锚。基于稳定性分析的一些建议介绍了工程结构,本文提供了对设计方案的参考。

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