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复合锚固桩的承载特性及工程应用
引用本文:金爱兵,吴顺川,高永涛.复合锚固桩的承载特性及工程应用[J].北京科技大学学报,2007,29(5):461-464,527.
作者姓名:金爱兵  吴顺川  高永涛
作者单位:北京科技大学金属矿山高效开采与安全教育部重点实验室,北京,100083
摘    要:利用数值模拟方法对复合锚固桩的加固机理以及其承载性能进行了比较系统的分析,并将复合锚固桩技术成功地应用于多处地基加固工程.数值模拟结果及工程检测结果均表明:复合锚固桩改善了单根锚固桩桩体局部承载特性,桩体承载综合有效因子明显增加,桩体承载能力大大提高.

关 键 词:地基加固  锚固桩  承载特性  加固机理  数值模拟  复合锚固桩  承载特性  工程应用  engineering  application  pile  bolt  composite  behavior  承载能力  有效因子  综合  局部  桩体  改善  模拟结果  工程检测  加固工程  地基  桩技术  分析
修稿时间:2006-09-272007-03-01

Bearing behavior of a composite bolt pile and its engineering application
JIN Aibing,WU Shunchuan,GAO Yongtao.Bearing behavior of a composite bolt pile and its engineering application[J].Journal of University of Science and Technology Beijing,2007,29(5):461-464,527.
Authors:JIN Aibing  WU Shunchuan  GAO Yongtao
Institution:The Key Laboratory of High-Efficient Mining and Safety for Metal Mines of China Ministry of Education, University of Science and Technology Beijing, Beijing 100083, China
Abstract:The bearing behavior and reinforcement mechanism of a composite bolt pile was studied through numerical calculation with the FLAC soft. The composite bolt pile was successfully used in several ground-reinforcing engineering. The results of numerical simulation and engineering monitoring show that the bearing behavior of the composite bolt pile is improved in comparison with a single bolt pile, the effective factor and bearing capacity of the pile are obviously enhanced.
Keywords:foundation reinforcement  bolt pile  bearing behavior  reinforcement mechanism  numerical simulation
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