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南京某住宅小区基坑开挖和支护稳定性数值模拟分析
引用本文:唐朝生,施斌,吴传斌,祁长青.南京某住宅小区基坑开挖和支护稳定性数值模拟分析[J].工程勘察,2005(3).
作者姓名:唐朝生  施斌  吴传斌  祁长青
作者单位:南京大学地球环境计算工程研究所,南京大学地球环境计算工程研究所,南京大学地球环境计算工程研究所,南京大学地球环境计算工程研究所 南京大学,南京210093,南京大学,南京210093,南京大学,南京210093,南京大学,南京210093
基金项目:国家杰出青年科学基金资助项目 (40 2 2 5 0 0 6 )
摘    要:运用FLAC3D对南京市某住宅小区基坑工程进行了数值模拟分析,对基坑开挖和支护的力学稳定性进行了评价和预测,并对模拟结果与实测结果进行了对比,分析了基坑变形和失稳机理。据此,对原基坑设计方案提出了修正,修正方案又用FLAC3D 进行了模拟验证,表明修正方案是可行的。分析结果也证实了FLAC3D在基坑工程数值模拟方面具有良好的适应性。

关 键 词:基坑开挖  支护  数值模拟  FLAC3D  稳定性

Numerical Simulation Analysis on Stability of Foundation Pit for a Dwelling House in Nanjing
Tang Chaosheng et al..Numerical Simulation Analysis on Stability of Foundation Pit for a Dwelling House in Nanjing[J].Geotechnical Investigation & Surveying,2005(3).
Authors:Tang Chaosheng
Affiliation:Tang Chaosheng et al.
Abstract:D-FLAC is applied to simulate and analyze the stability of the foundation pit for a dwelling house in Nanjing city. The mechanical stability for the excavation and retaining of the foundation pit is evaluated. The results from the simulation and analysis are compared with the monitoring results, and the mechanism of the deformation and failure of the foundation pit is also analyzed. Based on these results the amendment design scheme for the foundation pit is proposed, which is also confirmed by using 3D FLAC to prove the scheme is feasible for assuring the stability of the foundation pit. The results indicate that the 3D FLAC as a numerical simulation tool is suitable for the design of foundation pit.
Keywords:excavation of foundation pit  retaining system  numerical simulation  3D  FLAC  stability
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