首页 | 本学科首页   官方微博 | 高级检索  
     检索      

碎石桩复合地基抗液化判别方法研究现状与分析
引用本文:张艳美,张鸿儒,张旭东,黄春霞.碎石桩复合地基抗液化判别方法研究现状与分析[J].中国安全科学学报,2004,14(8):86-88.
作者姓名:张艳美  张鸿儒  张旭东  黄春霞
作者单位:1. 北京交通大学土木建筑工程学院
2. 石油大学(华东)
基金项目:国家自然科学基金资助 (G5 0 2 780 0 3)
摘    要:针对目前国内外碎石桩复合地基抗液化判别方法的研究现状进行了简要归纳和分析 ,其研究结果表明 :已有的判别方法存在着较大的局限性 ,还不能很好地反映碎石桩的排水效应、减震效应及各效应的综合作用 ;桩径、桩长、桩距等加固参数对加固效果的影响还不能在判别标准中得到合理的体现。最后 ,笔者对今后的研究工作提了几点建议

关 键 词:碎石桩  复合地基  液化  判别方法
修稿时间:2004年2月1日

Current Status and Analysis in Research of Anti-liquefaction Judgment Method for Stone Column Composite Foundation
ZHANG Yan-mei ZHANG Hong-ru ,Prof. ZHANG Xu-dong HUANG Chun-xia.Current Status and Analysis in Research of Anti-liquefaction Judgment Method for Stone Column Composite Foundation[J].China Safety Science Journal,2004,14(8):86-88.
Authors:ZHANG Yan-mei ZHANG Hong-ru  Prof ZHANG Xu-dong HUANG Chun-xia
Institution:ZHANG Yan-mei 1 ZHANG Hong-ru 1,Prof. ZHANG Xu-dong 2 HUANG Chun-xia 1
Abstract:Recent advances in anti-liquefaction judgment method for stone column composite foundation were reviewed and analyzed. The study shows that some existent judgment methods were rather limited. Drainage effect, focusing stress effect and comprehensive effect were not being reflected. The influence of reinforcement parameters such as diameter, length of stone columns and the spacing between columns on reinforcement effect were not being embodied reasonably in judgment criteria. Finally, suggestions are made about future studies.
Keywords:Stone column  Composite foundation  Liquefaction  Judgment method
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号