摘要
针对襄阳市东西轴线东汊干坞超深防渗墙地质环境及施工工艺要求,进行了原位工艺试验,验证了砂卵石地层超深防渗墙成槽可行性。结合工艺试验,总结出了在砂卵石易透水、易塌孔地层中进行超深防渗墙施工工艺的要点,比选确定了防渗墙墙体材料,为防渗墙施工提供了试验数据及理论支撑。
According to the geological environment and construction technology requirements of the ultra-deep cut-off wall in the east branch dry dock along the east-west axis of Xiangyang,the in-situ process test was carried to verity the feasibility of trenching ultra-deep cut-off wall in sandy cobble stratum.Combined with the process test,the key points of the construction technology of the ultra-deep cut-off wall in the sandy cobble stratum which is easy to penetrate and collapse were summarized,and the material of the cut-off wall was determined by comparison,which provides experimental data and theoretical support for the construction of the cut-off wall.
作者
仇正中
孙晓伟
徐彬彬
QIU Zheng-zhong;SUN Xiao-wei;XU Bin-bin(CCCC Second Harbor Engineering Co.,Ltd.,Wuhan,Hubei 430040,China;Key Lab of Large-span Bridge Construction Technology of Ministry of Transportation,Wuhan,Hubei 430040,China;Research and Development Center of Transportation Industry of Intelligent Manufacturing Technologies of Transport Infrastructure,Wuhan,Hubei 430040,China)
出处
《中国港湾建设》
2021年第8期33-37,共5页
China Harbour Engineering
基金
中国交建“强冲刷河段深厚强透水地层大型沉管隧道建设关键技术研究”(2018-ZJKJ-17)。
关键词
砂卵石地层
原位工艺试验
超深防渗墙
自凝灰浆
塑性混凝土
sandy cobble stratum
in-situ process test
ultra-deep cut-off wall
self-setting mortar
plastic concrete