摘要
航道岸坡挡土墙施工完成后,其背后填土的施工直接影响到岸坡挡土墙的稳定性,进而影响航道岸坡挡土墙类型选用与结构稳定性,因此开展岸坡挡土墙墙后填土性能与施工方法的研究将对保障岸坡挡土墙稳定有着重要的意义。通过本次试验研究寻找两种类型重力式航道岸坡挡土墙与墙后的土体回填压实施工之间的关系,并分析挡土墙后填土对航道岸坡挡土墙结构的选择、使用的相关影响,为工程施工提供参考。
After finishing the construction of backfill soil which behind the bank slope of channel,It is very important to make sure the stability of retaining wall which is steal with backfill soil,but how to make sure the stability and to find a suitable structure for gravity retaining wall This paper looking for a suitable construction method that considering the relationship between the backfill soil construction and the retaining wall.
出处
《浙江交通职业技术学院学报》
CAS
2014年第3期47-51,69,共6页
Journal of Zhejiang Institute of Communications
基金
江苏省交通科学研究计划项目(2012Y24-3)
南通市科技计划项目(HS13905)
关键词
回填土
航道岸坡
挡土墙
稳定性
backfill soil
bank slope of channel
retaining wall
stability
