前海地区某深基坑水平位移计算及监测分析
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。
Abstract: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.
中文标题:
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
Qiao Liping
作者简介:乔丽平,男,1979年生,硕士、高级工程师,注册土木工程师(岩土),研究方向为地基处理、基坑、边坡工程的设计、研究及咨询。E-mail:673618905@qq.com
通讯地址:
深圳市龙岗地质勘查局深圳市岩土综合勘察设计有限公司深圳市粤地建设工程有限公司, 广东深圳 518172
ShenzhenLonggangGeologicalExplorationBureau,ShenzhenComprehensive-GeotechnicalEngineeringInvestigation&DesignCo.,Ltd,YuediConstructionEngineeringCo.,Ltd,Shenzhen518172,Guangdong,China
中图分类号:TU433
doi:10.3969/j.issn.1007-2993.2018.01.002
出版物:岩土工程技术
收稿日期:2017-08-31
网络出版日期:2021-07-06
关键词:深基坑设计,三维计算分析,基坑开挖,监测分析
Key words:design of deep foundation pit,three-dimensional computation,exaction,monitoring analysis
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