首页 | 本学科首页   官方微博 | 高级检索  
     


Test study of high liquid limit clay modified by quick lime used as sub-grade material
Authors:ZHANG Wen-hui    XI Wen-yong  WANG Bao-tian  HONG Bao-ning
Affiliation:1. Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;Nanjing 210098;China;2. Geotechnical Research Institute;Nanjing 21098;China
Abstract:Through laboratory test, the relationships among change of compactibility, liquid/plastic limit, free swell, swell ratio without load, california bearing ratio (CBR) and soakage (after being soaked in water), and mix-ratio of quick lime and time were studied. The results show that optimum water content, plastic limit and CBR of high liquid limit clay improved by quick lime increase with the increase of mix-ratio of quick lime, while the maximum dry density, liquid limit, plasticity index, soakage (after bei...
Keywords:
本文献已被 CNKI 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