深基坑开挖对邻近结构的影响及深基坑支护的重要性

Nagham Ghamraoui, D. Tabbal
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引用次数: 0

摘要

在靠近既有结构的地方进行深挖时,既有结构基底下的土体会发生位移。因此,将发生相当大的和解。因此,了解和评估与现有结构相邻的基坑的土壤行为是非常必要的。本文的目的是评价深基坑附近结构的响应。使用二维和三维PLAXIS软件生成有限元模型。挖掘由连续墙、支柱和威尔士加固。详细分析了支护系统对相邻既有结构的影响。进行了参数化研究,以检验可能影响开挖的因素。最后,整理出一些结论和对未来研究的建议。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Effect of Deep Excavations on Adjacent Structures and Importance of Deep Excavation Support
When deeply excavating close to existing structures, displacements in the soil under the base of the existing structure will occur. Therefore, considerable settlement will take place. Accordingly, it’s so necessary to understand and evaluate the soil’s behavior for excavations adjacent to existing structures. The goal of this paper is to evaluate the response of structures when deeply excavating near them. Finite Element models are generated using both 2D and 3D PLAXIS software. The excavation is reinforced by diaphragm walls, struts, and wales. The influence of the supporting system on the adjacent existing structure is examined and analyzed in details. A parametric study is carried out to examinate the factors that may have influence on the excavation. For the final step, some conclusions and recommendations of future researches will be sorted out.
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