双排护坡桩支护体系应用及模拟分析
摘要:双排护坡桩支护体系具有较好的侧向刚度及限制变形的能力。以北京市朝阳区某基坑为例，介绍了双排护坡桩支护体系在复杂周围环境条件下的适用性。并通过工程实测及数值模拟，对双排护坡桩支护体系的变形特征等进行了探讨。
Abstract:Retaining structure with double-row piles has better lateral stiffness and ability of limiting the deformation. In this paper we took a foundation pit in Chaoyang District of Beijing as an example to introduce the applicability of retaining structure with double-row piles in the complex environment conditions. In addition,we conducted discussions on the retaining structure's deformation characteristics with double-row piles by project actual measurement and laboratory simulation.
中文标题：
双排护坡桩支护体系应用及模拟分析
Application and Numerical Simulation of Retaining Structure with Double-row Piles
作者：
张丹,法立滕,陈全飞
Zhang Dan,Fa Liteng,Chen Quanfei
作者简介:张丹,1983年生,女,汉族,河南商丘人,工程师,主要从事岩土工程设计及施工工作。E-mail:zhdan1983@sina.com
通讯地址：
中兵勘察设计研究院, 北京 100053
ChinaOrdnanceIndustrySurvey&GeotechnicalInstitute,Beijing100053,China
中图分类号:TU942
doi:10.3969/j.issn.1007-2993.2014.03.011
出版物：岩土工程技术
收稿日期:2014-03-12
网络出版日期:2021-07-19
关键词:深基坑,双排护坡桩,变形,数值模拟
Key words:deep foundation pit,double-row piles,deformation,numerical simulation
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