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振杆密实法在高烈度区液化地基处理中的应用研究

徐昊天 苟志孝 王正伟 戴梁 章定文

防灾减灾工程学报2024,Vol.44Issue(6):1439-1447,9.
防灾减灾工程学报2024,Vol.44Issue(6):1439-1447,9.DOI:10.13409/j.cnki.jdpme.20230914002

振杆密实法在高烈度区液化地基处理中的应用研究

Study on the Application of Vibrating Rod Compaction Method in the Treatment of Liquefied Foundation in High Intensity Area

徐昊天 1苟志孝 2王正伟 2戴梁 1章定文1

作者信息

  • 1. 东南大学交通学院,江苏 南京 211189
  • 2. 新疆路桥建设集团有限公司,新疆 乌鲁木齐 830000
  • 折叠

摘要

Abstract

The Kashgar region,located in the most western part of China,is characterized by high seismic intensity and extensive presence of the Gobi desert.The soil in this region is prone to liquefac-tion under the action of earthquakes.The study used the G314 Kashgar transit section highway project as a basis,adopting the vibrating rod compaction method and gravel piles to reinforce high-intensity liquefiable sites.The reinforcement effect was evaluated by static cone penetration test(CPT)and standard penetration test(SPT).The study examined the impact of the superimposed effect on the re-inforcement and the change in horizontal stress of the soil before and after the vibration,demonstrating the good applicability of the cross-wing vibrating rod compaction method for treating liquefiable foun-dations in the Gobi desert of high-intensity areas(VIII-degree areas).The in-situ test results showed that:(1)After reinforcement using the vibrating rod compaction method,the cone tip resistance,side-wall friction resistance and standard penetration number of the soil increased significantly.The com-pactness of the soil reached a medium density state,the liquefaction resistance improved,and the hori-zontal stress of the liquefiable soil layer increased significantly.(2)The reinforcement effect at the cen-troid of the three-point layout was significantly improved compared with other locations.(3)The deep-er the treatment depth,the more significant the treatment effect of vibrating rod compaction method was compared with the gravel pile.The vibrating rod compaction method has proven effective in rein-forcing liquefiable foundation of the Gobi desert in high intensity area,effectively eliminating liquefac-tion,offering deep reinforcement,low costs,and good prospects for widespread application.

关键词

地基处理/振杆密实法/高烈度区/标准贯入/静力触探

Key words

foundation treatment/vibrating rod compaction method/high intensity area/standard pene-tration/static cone penetration

分类

建筑与水利

引用本文复制引用

徐昊天,苟志孝,王正伟,戴梁,章定文..振杆密实法在高烈度区液化地基处理中的应用研究[J].防灾减灾工程学报,2024,44(6):1439-1447,9.

基金项目

国家自然科学基金面上项目(52078129)资助 (52078129)

防灾减灾工程学报

OA北大核心CSTPCD

1672-2132

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