摘要
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。
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.
出处
《建筑技术开发》
2024年第11期152-154,共3页
Building Technology Development
关键词
降水
管井
软土基坑
BIM优化设计
precipitation
tube well
soft soil foundation pit
BIM optimization design
