文章摘要
蒋文华,曹广勇,程桦.探讨合肥地铁潜山路站基坑开挖对地表沉降的影响[J].安徽建筑大学学报,0,():
探讨合肥地铁潜山路站基坑开挖对地表沉降的影响
Discussion the influence on the ground settlement during excavationof Qianshan Road Station in Hefei
投稿时间:2015-03-19  修订日期:2015-09-23
DOI:
中文关键词: 基坑工程  地表沉降  数值模拟
英文关键词: foundation engineering  ground settlement  numerical simulation
基金项目:
作者单位E-mail
蒋文华* 1.安徽建筑大学 土木工程学院 1156538562@qq.com 
曹广勇 1.安徽建筑大学 土木工程学院  
程桦 1.安徽建筑大学 土木工程学院  
摘要点击次数: 2893
全文下载次数: 895
中文摘要:
      鉴于城市施工的基坑周围分布众多的构筑物,必须对其开挖引起地表沉降严格控制。本文通过对合肥地铁二号线潜山路站一期基坑地表沉降监测数据进行分析,并结合数值模拟,探讨了基坑开挖过程中的地表沉降的相关规律,为后续的施工提供指导和建议。
英文摘要:
      In view of many structures around the foundation pit in the city, it must be strictly controlled that the ground settlement caused by excavation. Based on the first part of foundation pit of Qianshan Road Station of number 2 subway in Hefei, combined with numerical simulation, this paper discusses the related rules of ground settlement in the excavation process through the analysis of the ground settlement data, and provides guidance and suggestions for the follow-up construction.
查看全文   查看/发表评论  下载PDF阅读器
关闭

分享按钮