摘要
以滨海电站工程深基坑为背景,针对项目临近电厂运行区、狭窄空间场地及强透水、软弱地层条件,采用灌注桩、高压旋喷土锚、混凝土支撑等多种工艺相结合的基坑围护技术,在复杂场地条件深基坑中得到了有效应用。
Taking the deep foundation pit of the Binhai Power Station project as the background,it adopted a combination of cast-in-place piles,high-pressure rotary grouting soil anchors,concrete supports and other technologies for the project’s proximity to the power plant operating area,narrow space sites,and strong permeable and weak stratum conditions.Foundation pit enclosure technology had been effectively applied in complex site conditions in deep foundation pits.
作者
李新
黄健
樊海元
陶金海
李昊雨
杨凡林
LI Xin;HUANG Jian;FAN Hai-yuan;TAO Jin-hai;LI Hao-yu;YANG Fan-lin(Jiangsu Vocational Institute of Architectural Technology,Xuzhou 221116,China;Xuzhou Hydraulic Engineering Construction Co.Ltd.,Xuzhou 221006,China;Sinohydro Engineering Bureau 15 Co.Ltd.,Xi'an 710065,China;CNNC Nuclear Power Co.Ltd.,Beijing 100045,China;Lushui Project Management Bureau of CWRC,Chibi 437302,China)
出处
《工程建设与设计》
2021年第13期36-38,47,共4页
Construction & Design for Engineering
基金
江苏省住房和城乡建设厅2019年省建设系统科技项目(2019ZD084)
江苏建筑职业技术学院2020年校级科研项目(JYJBZX20-07)。
关键词
复杂场地
深基坑
围护技术
complicated site
deep foundation pit
enclosure technology
