Numerical Simulation Analysis with FLAC3D on Retrofitting and Strengthening of Existing Deep Foundation Pit

H. Xu
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引用次数: 1

Abstract

Taking a reinforcement engineering about existing foundation pit as the background, the FLAC3D is used to simulate the process of construction and pile-anchor supporting system. During the simulation Mohr-Coulomb model is used and contact elements are applied to the interfaces between anchor and soil. According to the measured data and parametric analysis results, the soil parameters are calculated with FLAC3D. By using these parameters, the existing supporting deformation under original scheme is calculated. The reinforcement scheme is adopted on the basis of calculation results. The analysis results of the deformation, that were calculated by this model, were generally in agreement with the measured data. Furthermore, the agreement shows that the FLAC3D model and analytical method are reliable. And the results of FLAC3D numerical simulations can satisfy the need of engineering, so it can be well applied to analyze and predict practical engineering.
既有深基坑改造加固的FLAC3D数值模拟分析
以某既有基坑加固工程为背景,利用FLAC3D软件对施工过程及桩锚支护体系进行了模拟。在模拟过程中,采用莫尔-库仑模型,并将接触单元应用于锚杆与土体界面。根据实测数据和参数分析结果,利用FLAC3D软件对土体参数进行了计算。利用这些参数,计算了原方案下现有支护变形。根据计算结果,采用了相应的加固方案。该模型计算的变形分析结果与实测数据基本吻合。结果表明,FLAC3D模型和分析方法是可靠的。FLAC3D数值模拟结果可以满足工程需要,可以很好地应用于实际工程的分析和预测。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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