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| 基于三维数值模拟的基础施工土体沉降分析 | |
| 引用本文： | 彭华中,付正飞. 基于三维数值模拟的基础施工土体沉降分析[J]. 山西建筑, 2014, 0(1): 103-104 |
| 作者姓名： | 彭华中 付正飞 |
| 作者单位： | 武汉市测绘研究院,湖北武汉430022 |
| 摘 要： | 基于快速拉格朗日差分分析方法,建立了武汉某工程基础施工的三维数值模型,并将开挖过程分为三个阶段进行了数值模拟,分析了三个阶段的最大不平衡力的收敛过程与土体的沉降,能为工程施工提供优化基础与安全支持。 |
| 关 键 词： | 基础 施工 数值模拟 |
Settlements analysis of a foundation based on three dimension simulation |
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| PENG Hua-zhong,FU Zheng-fei. Settlements analysis of a foundation based on three dimension simulation[J]. Shanxi Architecture, 2014, 0(1): 103-104 | |
| Authors: | PENG Hua-zhong FU Zheng-fei |
| Affiliation: | ( Wuhan C, eotechnical Engineering and Sun,eying Institute, Wuhan 430022, China ) |
| Abstract: | The three dimension numerical simulation are performed based on the theory of Fast Lagrangian Analysis of Continua, the construction are deposed by three stages, the unbalanced force of the convergence process and the ground settlements are investigated, the results can be the theory foundation of the pit construction. |
| Keywords: | foundation construction numerical simulation |
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