Construction Monitoring Analysis of the Soft Soil Subgrade of Highway Widening Engineering in Xincuo County
详细信息
- 责任者：Guo Xibin (Fujian Yongfu Project Consultant Co. ; Fuzhou 350003 ; China)
- 刊名：Geology of Fujian
- 出版年：2011
- 卷期：30(4)
- 关键词：软土 ; soft clays ; 地基稳定性 ; foundation stability ; 福建 ; Fujian Province
- 页码：p.352-356
- 图表：4 illus., 1 table, 2 refs.
- 分类号：1702
- issnNo：ISSN1001-3970
- isbnNo：CN35-1080/P
摘要
Based on the analysis of the three sections monitoring data, the maximal horizontal displacement VPD reached 2.28 mm/d and the maximal settlement velocity reached 5.97 mm/d, so there were in the safety range of settlement velocity and horizontal displacement in survey points. The maximal total settlement values constituted for 7% percent of the silt layer thickness monitoring end, and the seawall foundation degree of consolidation constituted from 76.3% to 85.0%, but the settlement values was from 10.9 to 15.8 mm after the construction, so foundation settlement deformation will continue for some time.
© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号 地址：北京市海淀区学院路29号 邮编：100083 电话：办公室：(+86 10)66554848；文献借阅、咨询服务、科技查新：66554700 |