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振冲碎石挤密桩改善软弱和可液化地基的方法
引用本文:齐锦博,张英,等.振冲碎石挤密桩改善软弱和可液化地基的方法[J].辽宁工学院学报,2001,21(4):61-62.
作者姓名:齐锦博  张英
作者单位:[1]锦州市基建预算审查中心,辽宁锦州121000 [2]锦州市三星建安公司,辽宁锦州121000
摘    要:通过振冲碎石挤密桩在某两项工程中的应用,表明振冲碎石挤密桩在粉砂质地基和厚层杂回填软地基的加固应用中,无论从承载力方面,还是在抗震方面,这种复合地基均能满足要求。因此,振冲碎石挤密桩为地震设防区的饱和可液化软地基加固和杂填、淤泥质、粉沙土及湿陷性黄土等特殊地基处理,提供了一种经济、快速、实用的有效方法。

关 键 词:振动冲碎石挤密桩  软弱基础  静荷载试验  可液化地基  地基处理
文章编号:1005-1090(2001)04-0061-02
修稿时间:2001年4月2日

An Improving Method for Soft and Liquefied Foundation with Vibrational Water-jet Crashed-stone Compressed Pile
QI Jin bo\,ZHANG Ying\,YANG Guo quan\\.An Improving Method for Soft and Liquefied Foundation with Vibrational Water-jet Crashed-stone Compressed Pile[J].Journal of Liaoning Institute of Technology(Natural Science Edition),2001,21(4):61-62.
Authors:QI Jin bo\  ZHANG Ying\  YANG Guo quan\\
Affiliation:QI Jin bo\+1,ZHANG Ying\+2,YANG Guo quan\+2\,
Abstract:The applications of VWCCP in two projects show that it can satisfy the requirements of consolidation of slit stone ground and thick lager mixed back filling soil soft ground both in the bearing capacity and in the resisting earthquake. It provides an economical, fast and practical method for the consolidation of saturated liquefied soft foundation, and other special grounds such as silt soil and wet sacken state loess in earthquake region.
Keywords:vibrational water  jet crashed  stone compressed pile (VWCCP)  soft foundation  liquefaction  permitted bearing capacity  static load test
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