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振冲碎石桩在软弱液化地层中应用试验研究
引用本文:王立波.振冲碎石桩在软弱液化地层中应用试验研究[J].山西建筑,2014(27):80-81.
作者姓名:王立波
作者单位:山东电力工程咨询院有限公司
摘    要:某拟建电厂工程通过采用振冲碎石桩复合地基的处理方法,开展了软弱液化地基治理的现场试验研究,试桩施工结束后,采用载荷试验、标准贯入试验、土工试验、超重型动力触探试验等原位测试方法,对桩间土、桩体及复合地基的承载性能、变形参数及液化处理效果进行了评价和分析,取得了大量可靠的试验数据,对类似工程具有一定的参考价值。

关 键 词:软土  液化  振冲碎石桩  复合地基

Research on experiments of application of vibro-replacement stone column in weak liquefied formation
WANG Li-bo.Research on experiments of application of vibro-replacement stone column in weak liquefied formation[J].Shanxi Architecture,2014(27):80-81.
Authors:WANG Li-bo
Affiliation:WANG Li-bo(Shandong Power Engineering Consultancy Co. , Ltd, Jinan 250000, China)
Abstract:The gravel piles with vibroflotation are used to treat the soft soil and liquefaction of saturated silt of a proposed power plant project,and many field test studies are carried out. After finishing the construction of the testing piles,a lot of in-situ tests including plate loading test,stand-ard penetration test,lab test,ultra-heavy dynamic penetration test,etc. are used to evaluate the bearing capacity of soil between piles,piles and composite foundation,to test the deformation parameters,and to evaluate the controlling effects of liquefaction. A large number of reliable experi-mental data are obtained,which are valuable for similar projects.
Keywords:soft soil  liquefaction  gravel piles with vibroflotation  composite foundation
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