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高压旋喷桩复合地基的基本特性
引用本文:杨凤灵,吴燕,李卿,王军权. 高压旋喷桩复合地基的基本特性[J]. 华北水利水电学院学报, 2006, 27(1): 97-99
作者姓名:杨凤灵  吴燕  李卿  王军权
作者单位:华北水利水电学院,河南,郑州,450011;佛山市明正建筑检测有限公司,广东,佛山,528000;河南华丰岩土工程有限公司,河南,郑州,450011
摘    要:为了研究在垂直荷载作用下高压旋喷桩复合地基的性状及其工作机理,通过试验等方法说明了高压旋喷桩的力学性质.在垂直荷载作用下,桩、土都可以承担上部荷载作用,进而能大幅度提高复合地基承载力,改变了桩传递轴向应力的特征,减小了基础底面的压力等.通过研究,从理论上对高压旋喷桩复合地基的基本特性有了更清楚的了解.

关 键 词:高压旋喷桩  复合地基  垂直荷载  基本特性
文章编号:1002-5634(2006)01-0097-03
收稿时间:2005-06-10
修稿时间:2005-08-13

Basic Character of the High Pressure Jet Grouting Pile Composite Foundation
YANG Feng-ling,WU Yan,LI Qing,WANG Jun-quan. Basic Character of the High Pressure Jet Grouting Pile Composite Foundation[J]. Journal of North China Institute of Water Conservancy and Hydroelectric Power, 2006, 27(1): 97-99
Authors:YANG Feng-ling  WU Yan  LI Qing  WANG Jun-quan
Affiliation:1. North China Institute of Water Conservancy and Hydroelectric Power, Zhengzhou 450011, China ; 2. Foshan Mingzheng Architecture Test Co., Ltd., Foshan 528000, China;3. Henan Huafeng Geotechnical Engineering Co., Ltd., Zhengzhou 450011, China
Abstract:In order to study the character and the action mechanism of the high pressure jet grouting pile composite foundation induced by vertical load, the mechanics character of the high pressure jet grouting pile is explained using experiments.Some results are as follows∶ under the action of vertical load,piles and soils are able to support upper loads,this improving the bear capacity of composite foundation a lot;changing the character of the pile during transferring the vertical stress,reducing compressive stress under foundation.It is likely to clearly understand the basic actions of the high pressure jet grouting pile composite foundation by summarizing the theory of the high pressure jet grouting pile composite foundation systematically.
Keywords:high pressure jet grouting pile  composite foundation   vertical load   basic character
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