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饱和软黄土地层深基坑支护与降水施工技术

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以西安市某医院改造项目深基坑工程为背景,对饱和软黄土区域基坑支护设计及施工时遇到的问题进行了分析总结,并提出了相应的处理措施.介绍了设计以及施工过程中基坑深度调整应采取的设计对策,提出优先采用刚度较大的咬合桩止水帷幕原则,同时强调了"分层开挖、分层支护、严禁超挖"的重要性.
Construction Technology of Deep Foundation Excavation Support and Dewatering in Saturated Soft Loess Stratum
Based on the deep foundation excavation project of a hospital reconstruction project in Xi'an,the problems encountered in the design and construction of the foundation excavation support in the saturated soft loess area are analyzed and summarized,and the corresponding treatment measures are put forward.The design countermeasures to be taken in the design and construction process of foundation excavation depth adjustment are introduced,and the principle of giving priority to the use of secant pile waterproof curtain with larger stiffness is proposed.Meanwhile,the importance of"layered excavation,layered support and strict prohibition of over-excavation"is emphasized.

foundation excavationsupportssoft loessprecipitationwaterproof curtainconstruction

秦杏春

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陕西建工基础建设集团有限公司,陕西 西安 710016

基坑 支护 软黄土 降水 止水帷幕 施工技术

陕西建工基础建设集团有限公司科技研发项目

2021030-05

2024

施工技术(中英文)
亚太建设科技信息研究院 中国建筑设计研究院 中国建筑工程总公司 中国土木工程学会

施工技术(中英文)

影响因子:1.244
ISSN:2097-0897
年,卷(期):2024.53(13)
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