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大厚度自重湿陷性黄土湿陷变形规律研究
引用本文:张广平,朱殿之,陈冰,王淑萍. 大厚度自重湿陷性黄土湿陷变形规律研究[J]. 建筑科学, 2011, 27(7)
作者姓名:张广平  朱殿之  陈冰  王淑萍
作者单位:国家电网甘肃省电力设计院,兰州,730050
基金项目:国家电网公司科学技术项目(SGKJJSKF[2008]656)
摘    要:为研究大厚度自重湿陷性黄土湿陷变形规律,对自重湿陷土层36.5m的场地,进行直径40m的浸水试验。通过试验发现:浸水试验昼夜耗水量的变化规律基本上呈现先大、后缓、再稳定的趋势;场地中的地表沉降观测点的总湿陷量及沉降速率变化规律与深层沉降观测点的总湿陷量及沉降速率规律几近相同;大厚度自重湿陷性黄土场地湿陷变形规律呈现浸水期四个变化阶段和停水期两个变化阶段。

关 键 词:大厚度自重湿陷性黄土  浸水试验  变形  湿陷量  湿陷速率  

Research on Deformation Regularity of Self-Weight Collapse Loess with Heavy Section
ZHANG Guang-ping,ZHU Dian-zhi,CHEN Bing,WANG Shu-ping. Research on Deformation Regularity of Self-Weight Collapse Loess with Heavy Section[J]. Building Science, 2011, 27(7)
Authors:ZHANG Guang-ping  ZHU Dian-zhi  CHEN Bing  WANG Shu-ping
Affiliation:ZHANG Guang-ping,ZHU Dian-zhi,CHEN Bing,WANG Shu-ping(Gansu Electric Power Design Institute,Lanzhou 730050,China)
Abstract:For the research on deformation regularity of self-weight collapse loess with heavy section,a diameter 40m soaking test was carried out in a site of collapse loess with 36.5m depth.The test indicated that diurnal water consumption of soaking test appeared as the basic regularity which increased quickly in the beginning,then increased moderately,and lastly stabilized.Total collapse and collapse rate of ground and deep level observing point presented the same regularity.The deformation regularity of self weig...
Keywords:self-weight collapse loess with heavy section  soaking test  deformation  total collapse  collapse rate  
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