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基于CPTU测试的共振密实法加固可液化地基效果评价
引用本文:程远,刘松玉,蔡国军,刘志彬,杜广印.基于CPTU测试的共振密实法加固可液化地基效果评价[J].东南大学学报(自然科学版),2011,41(5):1075-1080.
作者姓名:程远  刘松玉  蔡国军  刘志彬  杜广印
作者单位:东南大学岩土工程研究所,南京,210096
基金项目:国家自然科学基金资助项目(40702047); 江苏省交通厅资助项目(2010Y28); 江苏省优势学科资助项目(1121007001)
摘    要:为了评价共振密实法加固可液化地基的效果,对宿(迁)新(沂)高速公路某15m厚粉土地基场地采用可变频振动桩锤和自行研制的十字形振动杆进行处理,并进行孔压静力触探(CP-TU)测试.在应用CPTU测试进行液化判别的基础上,利用分析得到的相对密实度、有效内摩擦角和压缩模量等场地土性参数和抗液化性能变化对处理效果进行定量评价,...

关 键 词:共振密实  孔压静力触探  液化  十字形振动杆

Assessment of resonance compaction method on soil liquefaction treatment through CPTU test
Cheng Yuan,Liu Songyu,Cai Guojun,Liu Zhibin,Du Guangyin.Assessment of resonance compaction method on soil liquefaction treatment through CPTU test[J].Journal of Southeast University(Natural Science Edition),2011,41(5):1075-1080.
Authors:Cheng Yuan  Liu Songyu  Cai Guojun  Liu Zhibin  Du Guangyin
Affiliation:Cheng Yuan Liu Songyu Cai Guojun Liu Zhibin Du Guangyin(Institute of Geotechnical Engineering,Southeast University,Nanjing 210096,China)
Abstract:In order to investigate the densification effects of resonance compaction on liquefiable sites,deep vibratory compaction equipment with frequency-variable piling vibrator was adopted to insert a self-developed probe of crisscross section into the 15 m thick silt deposit at Suqian-Xinyi Expressway to treat liquefiable site and in situ piezocone penetration tests(CPTU) were performed before and after soil densification.The research results of liquefaction analysis based on CPTU were reviewed,and soil paramete...
Keywords:resonance compaction  piezocone penetration test(CPTU)  liquefaction  crisscross section vibratory probe  
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