摘要
本文介绍了帽型H型钢组合钢板桩在杭州软土基坑工程首次应用中的设计、施工和监测情况,主要内容涉及围护体系设计、施工及监测要求等。监测数据表明,土体水平位移值和沉降值未超过报警值,可见该围护型式的设计和施工是成功的,可为类似工程作借鉴之用。
This paper introduces the design,construction and monitoring of H+Hat combined steel sheet piles for the first time in Hangzhou soft soil foundation pit engineering.The main content involves the design,construction and monitoring requirements of the retaining system.The measured data showed that the horizontal displacement and settlement of the soil did not exceed the alarm value.It can be seen that the new type of retaining structure is successfully designed and constructed and can further be used as a reference for similar projects.
作者
金小荣
郭永
永津亮祐
奥田洋一
黄加利
JIN Xiao-rong;GUO Yong;Ryosuke Nagatsu;Yoichi Okuda;HUANG Jia-li(The Architectural Design&Research Institute of Zhejiang University Co.,Ltd.,Hangzhou 310028,China;Hangzhou Huayun Foundation Engineering Co.,Ltd,Hangzhou 310015,China;Construction Products Development Div.,Nippon Steel Co.,Japan;Nippon Steel Consulting(Beijing)Co.,Ltd.Shanghai Office,Shanghai 200040,China)
出处
《地基处理》
2020年第2期176-180,共5页
Journal of Ground Improvement
关键词
基坑支护
帽型H型钢组合钢板桩
foundation pit support
H+Hat combined steel sheet pile