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砂卵石地层超深防渗墙工艺试验研究 被引量:1

Experimental study on ultra-deep cut-off wall in sandy cobble stratum
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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
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