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大型建筑物地基旋喷加固分析研究
引用本文:李哲,白德容,谢永利. 大型建筑物地基旋喷加固分析研究[J]. 浙江大学学报(理学版), 2004, 31(2): 232-235
作者姓名:李哲  白德容  谢永利
作者单位:1. 长安大学,陕西,西安,710068
2. 陕西省建筑科学研究设计院,陕西,西安,710082
摘    要:在湿陷性黄土地基中,由于地表排水不畅造成素土、杂填土受水后变形较大,其下的湿陷性黄土浸水后又产生湿陷性变形,从而加剧了地基土的不均匀变形,导致柱基础下灰土垫层拉裂,引起建筑物墙面及地面局部开裂,影响建筑物正常使用.实践表明,采用高压喷射注浆法处理该类地基事故是一种行之有效的方法.

关 键 词:高压喷射注浆法  变形  地基
文章编号:1008-9497(2004)02-232-04
修稿时间:2003-07-07

Analysis on foundation improvement by chemical churning pile of super granary
LI Zhe,BAI De-rong,XIE Yong-li. Analysis on foundation improvement by chemical churning pile of super granary[J]. Journal of Zhejiang University(Sciences Edition), 2004, 31(2): 232-235
Authors:LI Zhe  BAI De-rong  XIE Yong-li
Affiliation:LI Zhe~1,BAI De-rong~2,XIE Yong-li~1
Abstract:In the collapsible loess foundation, the inundation plain soil and miscellaneous fill produce vertical deformation as the ground water cannot be drained away in time. With the water osmoses into the collapsible loess below, uneven deformation produced. As result the lime-soil cushion were ripped, the wall and the ground were crazed by lopsided strength and the building could not be used normally consequently. Now our practice shows that the chemical churning pile is an effective way to deal with similar foundation improvement work.
Keywords:jet grouting  deformation  foundation soil
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