摘要
本文以岩土工程勘察的相关理论规范为依据,分析了紫金学府基坑工程场地的工程及水文地质条件,并进行了基坑降水模型计算,给出了相应控水建议,为基坑工程合理设计施工提供了理论依据。
According to related theory and standard of geotechnical investigation, Quanzhou Zijinxuefu foundationpit engineering geological conditions and hydrogeological conditions of the site were analyzed, pit precipitationmodel was calculated, and corresponding suggestions were presented. The research provides a good theoretical basisfor the design and safety of foundation pit engineering construction.
作者
宋宝来
王沙沙
丘发昌
Song Bao-lai;Wang Sha-sha;Qiu Fa-chang(College of Resource Engineering, Longyan University, Fujian Longyan 364012;College of Geomatics, Shandong University of Science and Technology, Shandong Qingdao 266590)
出处
《山东煤炭科技》
2016年第10期133-135,共3页
Shandong Coal Science and Technology
基金
2016福建省教育厅中青年项目(JAT160486)
龙岩学院博士科研启动基金项目(LB2014009)
龙岩学院国家基金培育项目(LG2014016)
关键词
基坑
水文地质条件
基坑降水模型
降水位处理
foundation pit engineering
hydrogeological conditions
foundation pit precipitation model
groundwater level descending
