Analysis and Application of Geotechnical Parameters in Foundation Pit Support Design
吴银柱 WU Yin-zhu；邓天炜 DENG Tian-wei
（长春工程学院，长春 130012）
（Changchun Institute of Technology，Changchun 130012，China）
摘要： 目前城市中超危大基坑较多，一旦基坑变形过大甚至基坑失稳发生破坏所造成的损失都是无法估量的，所以相关从业人员一定要把握好基坑工程前期的勘察设计工作等工作。该文主要探讨基坑支护设计工作中岩土参数的分析与运用。包括相关图纸的收集与整理、勘察报告的分析与运用并结合工程实例，将相关支护设计软件应用到基坑支护设计与计算中。
Abstract: At present, there are many super-dangerous large foundation pits in the city, and once the deformation of the foundation pit is too large or even the damage caused by the instability of the foundation pit, the losses caused by the damage are immeasurable, so the relevant practitioners must grasp the survey and design work in the early stage of the foundation pit project. This paper mainly discusses the analysis and application of geotechnical parameters in the design of foundation pit support. Including the collection and collation of relevant drawings, the analysis and application of the survey report and the combination of engineering examples, the relevant support design software is applied to the design and calculation of foundation pit support.
关键词： 超危大基坑；基坑变形；岩土参数；基坑支护设计
Key words: ultra-dangerous large foundation pit；foundation pit deformation；geotechnical parameters；foundation pit support design
中图分类号：TV551.4 文献标识码：A 文章编号：1006-4311（2022）21-094-03
DOI:10.3969/j.issn.1006-4311.2022.21.029.
文章出处：吴银柱,邓天炜. 基坑支护设计中岩土参数的分析与运用[J]. 价值工程,2022,41(21):94-96.
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