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杭州城市东部交通枢纽工程承压水降水对策
引用本文:金小荣,周群建,胡根兴,朱建才. 杭州城市东部交通枢纽工程承压水降水对策[J]. 工程勘察, 2009, 0(Z2)
作者姓名:金小荣  周群建  胡根兴  朱建才
作者单位:杭州市下城区多层农居建设管理中心;浙江大学建筑设计研究院岩土工程分院;
摘    要:本文介绍了采用深埋重力-门架式围护结构和钢管斜支撑围护结构在杭州某复杂软土基坑中的成功应用,深埋重力-门架式围护结构最大开挖深度达8.10m,钢管斜支撑围护结构有效控制了基坑外侧道路位移,按变形控制设计和按稳定控制设计出发,选用了两大类合理的围护型式,可供类似工程作参考之用。

关 键 词:深埋重力-门架式  变形控制设计  稳定控制设计  

Transportation Hub in Eastern Hangzhou City Water Works Precipitation Pressure Response
Jin Xiao-rong,Zhou Qun-jian,Hu Gen-xing,Zhu Jian-cai. Transportation Hub in Eastern Hangzhou City Water Works Precipitation Pressure Response[J]. Geotechnical Investigation & Surveying, 2009, 0(Z2)
Authors:Jin Xiao-rong  Zhou Qun-jian  Hu Gen-xing  Zhu Jian-cai
Affiliation:Jin Xiao-rong,Zhou Qun-jian,Hu Gen-xing,Zhu Jian-cai ( Architectural Design & Research Institute of Zhejiang University of Geotechnical Engineering Branch,Hangzhou,310012 )
Abstract:This paper introduces the use of deep gravity-the door frame and steel building envelope which inclined to support a complex in Hangzhou in the soft soil of the successful application of foundation.Deep gravity-the door frame envelope of the maximum excavation depth is 8.10m,and steel ramp retaining structure to support the effective control of the pit road lateral displacement.According to the deformation control design and stability control by design,the choice of the two major categories of reasonable en...
Keywords:deep gravity-the door frame  deformation control design  stability control design  
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