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

非饱和土电渗加固的试验研究
引用本文:孙益成,杨建贵,李琦梦,张海鹏.非饱和土电渗加固的试验研究[J].科学技术与工程,2016,16(21).
作者姓名:孙益成  杨建贵  李琦梦  张海鹏
作者单位:河海大学岩土力学与堤坝工程教育部重点实验室,南京市秦淮河河道管理处,河海大学岩土力学与堤坝工程教育部重点实验室,河海大学岩土力学与堤坝工程教育部重点实验室
基金项目:国家自然科学基金项目(面上项目,重点项目,重大项目)
摘    要:电渗法是一种重要的处理软土的方法。电渗固结理论假设土是完全饱和的,而实际工程中处理的土多为非饱和土,电渗加固效果仍尚待研究。为此,采用自制的一维加固电渗仪,进行不同饱和度黏土的电渗对比试验,通过比较试验中电流、排水量、沉降、含水率、最终强度等指标的变化情况,研究非饱和土的电渗加固效果。结果表明,从电渗结束后土体强度增长幅度上看,含水率越低的土样强度增长幅度越小。与饱和土相比,电渗对非饱和土有一定的加固效果,但是加固效果不及饱和土。

关 键 词:高岭土  电渗  饱和度  一维  适用性  效率
收稿时间:2016/3/12 0:00:00
修稿时间:2016/4/14 0:00:00

Electro-osmosis tests of unsaturated clays
SUN Yi-cheng,YANG Jian-gui,Li Qi-meng and Zhang Hai-peng.Electro-osmosis tests of unsaturated clays[J].Science Technology and Engineering,2016,16(21).
Authors:SUN Yi-cheng  YANG Jian-gui  Li Qi-meng and Zhang Hai-peng
Institution:The management office of the Qinhuai river embankment of Nanjing,Hohai University Mechanics and Geotechnical Engineering of Ministry of Education Key Laboratory of dam,
Abstract:Electro-osmosis is an important method of processing soft clays. Theory of electro-osmosis consolidation assumed clays were saturated, but most of the clays processed in practical engineering were unsaturated, the reinforcement of unsaturated clays by electro-osmosis still needs to be studied. The electro-osmosis contrast tests of clays in different saturation states were conducted by using the self-made electro-osmosis instrument, and the reinforcement effect of unsaturated clays was studied by comparing the changes of current, displacement, settlement, moisture content and ultimate strength. Considering the increasing range of strength, the range weakened as the decrease of the moisture content. The results showed that comparing to the saturated clays, the reinforcement of unsaturated clays by electro-osmosis is effective, but is inferior to that of saturated clays.
Keywords:kaolin clay  electro-osmosis  saturation  one-dimensional  applicability  efficiency
本文献已被 CNKI 等数据库收录!
点击此处可从《科学技术与工程》浏览原始摘要信息
点击此处可从《科学技术与工程》下载免费的PDF全文
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