前海地区某深基坑水平位移计算及监测分析  

Horizontal Displacement Calculation and Monitoring Analysis of a Deep Foundation Pit in Qianhai Area

作　　者：乔丽平 

机构地区：[1]深圳市龙岗地质勘查局 [2]深圳市岩土综合勘察设计有限公司 [3]深圳市粤地建设工程有限公司,广东深圳518172

出　　处：《岩土工程技术》2018年第1期6-9,共4页Geotechnical Engineering Technique

摘　　要：深圳前海地区地质条件较差,对基坑支护工程极为不利。以深圳前海地区某深基坑工程为例,介绍了深圳前海地区某深基坑工程设计的水平位移计算分析,包括设计难点分析、理正单元计算分析、三维有限元计算分析,并与实际监测结果作了对比分析,可供类似工程参考。The geological condition was poor in Qianhai area, Shenzhen,which was very unfavorable for the supporting project of foundation pit. In the background of a deep foundation pit of Qianhai area, the calculation of horizontal displacement were introduced in the paper, including difficulty analysis, unit calculation analysis and three-dimensional computation of exaction. The results were compared with the actual monitoring results, which was referenced as similar projects.

关 键 词：深基坑设计 三维计算分析 基坑开挖 监测分析 

分 类 号：TU433[建筑科学—岩土工程]