摘要
对长沙渔业路及延伸工程深基坑开挖过程中周边地表沉降、围护桩桩身侧向位移、立柱沉降、围护桩桩顶竖向位移和地下水位变化等监测数据进行分析得到一些重要结论与建议。指出在基坑开挖中应增强围护结构强度,减小对基坑底土体扰动和加强地下水位监测,以便有效控制基坑外地表沉降,减小开挖对周边建筑物的影响,达到安全开挖。
This study analyzed the adjacent ground surface settlements,lateral displacements and settlements of retaining structures,column settlements and groundwater level variations during the excavation process of a deep foundation pit in the Changsha Yuye Road extension project,obtaining some important conclusions and suggestions. Consequently,during excavation of deep foundation pits,the retaining structures strength,the pit bottom strength and the monitoring frequency of groundwater level should be strengthened,to effectively control the adjacent ground surface settlement and reduce the adverse effects on adjacent buildings.
作者
张有为
Zhang Youwei(Hunan Zhonghe Geotechnical Engineering Co. , Ltdy Changsha 410008, China)
出处
《山西建筑》
2018年第12期55-57,共3页
Shanxi Architecture
关键词
深基坑
桩身侧向位移
地表沉降
地下水位
deep excavation pit
lateral displacement of pile shaft
ground surface settlement
groundwater level