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沿海软土区深基坑管井降水施工实例研究

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某市政工程存在一处深基坑,其深度为25.1 m,所处地带为软土,其中隔水层含水率较高.常规的降水方案因其降水效果有限,故在降水施工中,须根据现场实际情况,提出一种降水方案,并通过BIM技术对降水方案进行优化.
CASE STUDY ON DEWATERING CONSTRUCTION OF DEEP FOUNDATION PIT PIPE WELL IN COASTAL SOFT SOIL AREA
There is a deep foundation pit in a municipal project,its depth is 25.1 m,the area is soft soil,in which the water content of the water barrier is high.Due to the limited precipitation effect of conventional precipitation schemes,it is necessary to put forward a precipitation scheme according to the actual situation of the site in the precipitation construction,and optimize the precipitation scheme through BIM technology.

precipitationtube wellsoft soil foundation pitBIM optimization design

魏玉东

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福建开辉实业集团有限公司,福州 350000

降水 管井 软土基坑 BIM优化设计

2024

建筑技术开发
北京市建筑工程研究院

建筑技术开发

影响因子:0.351
ISSN:1001-523X
年,卷(期):2024.51(11)