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基于等效法的微型钢管组合抗滑桩设计方法
引用本文:张录斌,王仁鹏,刘剑.基于等效法的微型钢管组合抗滑桩设计方法[J].城市道桥与防洪,2021(12):177-177-179.
作者姓名:张录斌  王仁鹏  刘剑
作者单位:甘肃省交通规划勘察设计院股份有限公司,甘肃兰州730010
摘    要:微型钢管桩工程应用中尚未形成合理的设计理论和实用设计计算方法,多依赖工程类比进行设计。基于等效法将微型钢管组合抗滑桩群与岩土体作为一个柔性抗滑挡墙,介绍了微型钢管组合抗滑桩的一般设计步骤,并结合某工程对微型钢管组合抗滑桩的设计计算方法进行了研究,对解决类似工程问题提供参考。

关 键 词:微型钢管桩  等效法  计算方法
收稿时间:2021/1/20 0:00:00

Design Method of Mini-type Steel-pipe Composite Anti-slide Pile Based on Equivalent Method
ZHANG Lubin,WANG Renpeng,LIU Jian.Design Method of Mini-type Steel-pipe Composite Anti-slide Pile Based on Equivalent Method[J].Urban Roads Bridges & Flood Control,2021(12):177-177-179.
Authors:ZHANG Lubin  WANG Renpeng  LIU Jian
Abstract:The reasonable design theory and practical design calculation method have not been formed in the engineering application of mini-type steel pipe pile, and the design mostly relies on engineering analogy. Based on the equivalent method, the mini-type steel pipe composite anti-slide pile group and the rock-soil body are taken as a flexible anti-slide retaining wall. The general design steps of the mini-type steel pipe composite anti-slide pile are introduced, and combined with a project, the design calculation method of the mini-type steel pipe composite anti-slide pile is studied, which provides a reference for solving the similar engineering problems.
Keywords:mini-type steel pipe pile  equivalent method  computing method
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