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Application of FEM analysis to braced excavation

机译:有限元分析在支护开挖中的应用

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It is becoming possible to do detailed numerical analyses for the various mechanical behavior of braced excavation by researching and developing the numerical analysis technique such as the finite element method (FEM). However, the mechanical behavior of braced excavation has not been clarified fully both in theory and in experience. Therefore, improving the prediction accuracy during the prior design is very important for making the observational method of braced excavation more effective. In this paper, FEM analyses were performed for a model of braced excavation by using Geotechnical Finite Element Elastoplastic Analysis Software, GeoFEAS (20). As the constitutive law of ground, MC-DP model, and Duncan-Chang model were applied. The results were compared and discussed with that of a site measurement, and the effects of the constitutive law of ground on the analyzed result were verified. For the difference between the results, the reason was investigated by the analyses adjusting the elastic modulus of ground, and the appropriate application of the constitutive law was researched.
机译:通过研究和开发诸如有限元法(FEM)的数值分析技术,可以对支撑开挖的各种力学行为进行详细的数值分析。但是,无论在理论上还是在经验上,都没有充分阐明支撑开挖的力学行为。因此,在现有设计中提高预测精度对于使支护开挖的观测方法更加有效非常重要。在本文中,使用岩土工程有限元弹塑性分析软件GeoFEAS(20)对支撑开挖模型进行了有限元分析。 MC-DP模型和Duncan-Chang模型作为地面的本构律。将结果与现场测量结果进行了比较和讨论,并验证了地面本构律对分析结果的影响。对于结果之间的差异,通过分析调整地面弹性模量的原因进行了研究,并研究了本构法的适当应用。

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