首页 | 官方网站   微博 | 高级检索  
     

盲沟排水对碎石桩加固软土路基的影响分析
引用本文:张志刚,戴堃,张福祥.盲沟排水对碎石桩加固软土路基的影响分析[J].山东建筑工程学院学报,2006,21(3):201-204,238.
作者姓名:张志刚  戴堃  张福祥
作者单位:山东建筑大学研究生处 山东济南250101(张志刚),山东省省立医院建设规划办公室 山东济南250021(戴堃),莱芜钢铁集团计改工程指挥部 山东莱芜271104(张福祥)
摘    要:排水系统的合理设置对加速土体固结、提高饱和软土地基承载力有重要作用。为探讨盲沟排水对路基下碎石桩加固的软土地基的工程特性的影响,进行了路基试验段的对比试验,并在路堤填筑施工中进行了孔隙水压力和地基沉降测试。试验和工程测试结果表明,渗水盲沟的合理设置可加速地基的固结,提高地基土体的承载力,有效地降低地基中的孔隙水压力,加速路堤填筑的速率。

关 键 词:碎石桩  复合地基  固结  软土  盲沟排水  孔隙水压力
文章编号:1003-5990(2006)03-0201-04
收稿时间:2006-03-06
修稿时间:2006-03-06

Analysis of influence of blind drainage on the roadbed soft soft treatment by gravel pile column
ZHANG Zhi-gang, DM Kun, ZHANG Fu-xiang.Analysis of influence of blind drainage on the roadbed soft soft treatment by gravel pile column[J].Journal of Shandong Institute of Architecture and Engineering,2006,21(3):201-204,238.
Authors:ZHANG Zhi-gang  DM Kun  ZHANG Fu-xiang
Affiliation:1.Graduate Dept., Shandong Jianzhu University, Jinan 250101,China; 2. Construction and Plan Olfce, Hospital af Shandong Province, Jinan 250021 ,China; 3.The Technological Transformtion Headquarters, Laiwu Iron and Sted Group, Laiwu 271104, China
Abstract:The reasonable arrangement of the drainage system plays an important role in accelerating soil consolidation and improving the bearing capacity of saturated soil.To analyze the effect of the blind drainage system on the engineering characteristics of the ground improvement by gravel pile,the contrast tests were carried out on roadbed testing segment.The pore water pressure and the foundation settlement were measured in the process of the roadbed formation.It is shown from the results of the engineering test and measurement that the reasonable arrangement of the blind drainage system could not only accelerate the consolidation,increase the bearing capacity of the soil,but also decrease the pore water pressure effectively in foundation,and run-up the reclamation work.
Keywords:gravel pile  composite foundation  consolidation  soft soil  infiltrating blind drainage  pore water pressure  
本文献已被 CNKI 维普 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-23

京公网安备 11010802026262号