首页|某办公楼深基坑土钉墙支护设计与计算分析

某办公楼深基坑土钉墙支护设计与计算分析

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由于国外某办公楼深基坑施工空间狭小,且与周围既有道路和河流距离很近,不具备自然放坡支护的条件,工程根据基础开挖特点和工程地质条件,通过论证和可行性研究,结合土钉墙支护的优点,确定在开挖深度最大的边坡采用土钉墙支护方案。文章通过对土样试验数据的分析和参数的选择,借助土钉墙设计软件对本项目的土钉长度进行设计,并按照土钉墙结构的构造要求和施工技术要求,对本项目深基坑边坡进行支护。
Design and Calculation Analysis of Soil Nail Wall Support for Deep Foundation Pit of an Office Building
This article considers that the construction space of a deep foundation pit in a foreign office building is narrow,and it is very close to the surrounding existing roads and rivers,which does not have the conditions for natural slope support.Based on the characteristics of foundation excavation and engineering geological conditions,through demonstration and feasibility research,combined with the advantages of soil nail wall support itself,the plan of using soil nail wall support for the slope with the maximum excavation depth is determined.By analyzing the test data of soil samples and selecting the parameters,the article designs the length of soil nails of this project with the help of soil nail wall design software,and supports the deep foundation pit slope of this project according to the structural requirements and the construction technology requirements of the soil nail wall structure.

deep foundation pitconstructionsoil nail wallsupportstability

张耀庆、杨华林、刘娴静、穆凤君

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中国航空技术国际工程有限公司

中电投工程研究检测评定中心有限公司

深基坑 施工 土钉墙 支护 稳定性

2024

智能建筑与智慧城市
中国勘察设计协会

智能建筑与智慧城市

影响因子:0.317
ISSN:2096-1405
年,卷(期):2024.(2)
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