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强夯法加固不同饱和土地基的比较试验研究
引用本文:刘利平,孙运青,郭军.强夯法加固不同饱和土地基的比较试验研究[J].探矿工程,2011,38(6):55-58.
作者姓名:刘利平  孙运青  郭军
作者单位:河北建设勘察研究院有限公司,河北石家庄050031
摘    要:通过室内试验就中海石油炼化山东公司东营港(堆场区)场地的土性条件和加固前、加固后的变形和强度特征的变化进行了比较。此外,根据3个场地的现场实测资料的比较,分析了不同地层条件下强夯荷载作用引起的孔隙水压力的分布特征,最后研究强夯法加固饱和土地基的土性适用条件。

关 键 词:强夯法  饱和软土  孔隙水压力  剪切强度  变形特征
收稿时间:2010/12/8 0:00:00
修稿时间:2010/12/8 0:00:00

Comparative Experiment on the Dynamic Compaction Consolidation for Various Saturated Soil Foundation
LIU Li-ping,SUN Yun-qing and GUO Jun.Comparative Experiment on the Dynamic Compaction Consolidation for Various Saturated Soil Foundation[J].Exploration Engineering(Drilling & Tunneling),2011,38(6):55-58.
Authors:LIU Li-ping  SUN Yun-qing and GUO Jun
Institution:(Hebei Research Institute of Construction and Geotechnical Investigation Co.Ltd.,Shijiazhuang Hebei 050031,China)
Abstract:By the laboratory tests,the soil conditions of a container yard in Shandong were compared as well as the variations of ground deformation and strength characteristics before and after the consolidation.According to the comparative analysis on the field test data of 3 sites,analysis was made on the distribution of pore water pressure caused by dynamic compaction loading in different formations;and the applicable conditions for consolidation of saturated soft soil with dynamic compaction was discussed.
Keywords:dynamic compaction  saturated soft soil  pore water pressure  shear strength  deformation characteristics
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