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延深基坑桩锚加固支护结构力学特性分析
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Journal:华侨大学学报(自然科学版)

Place of Publication:华侨大学

Key Words: 延深开挖;加固支护结构;力学特性;数值模拟

Abstract:运用Zsoil 有限元软件建立桩锚支护延深开挖基坑数值模型,对加固支护结构连梁的节点连接形式、 截面尺寸、支护平台宽度、二级支护桩的桩径和桩间距以及嵌入比等影响因数进行分析.结果表明:连梁节点 连接形式,支护平台宽度对控制延深开挖基坑支护结构的受力和变形有明显影响.

Page Number:86-90

Number of Words:63200000

Translation or Not:no

Date of Publication:2014-12-01

First Author:GLQ

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Associate professor
Supervisor of Master's Candidates

Gender:Male

Date of Birth:1970-02-16

Education Level:With Certificate of Graduation for Study as Master's Candidates

Degree:Master's Degree in Engineering

Date of Employment:1994-08-01

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Status:在岗

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