Properties and Mechanism of Soil Consolidator for Highway Slopes
Tang, Hua
2011
会议日期JAN 07-09, 2011
会议地点Guangzhou, PEOPLES R CHINA
关键词Soil Consolidator Water Stability Deformation Clay Soil Highway Slope
卷号168-170
DOI10.4028/www.scientific.net/AMR.168-170.619
页码619-622
英文摘要The unconfined compressive strength, deformability and water stability of clay soil consolidator were investigated; the results were compared with those of cement and lime. The results indicated that the strength, water stability and resistant to deformability of stabilized soil containing the consolidator were prior to those of cement and lime. Moreover, the stabilization mechanism of the consolidator was descried.
源文献作者Li, LJ
会议录ADVANCES IN BUILDING MATERIALS, PTS 1-3
会议录出版者TRANS TECH PUBLICATIONS LTD
会议录出版地STAFA-ZURICH
语种英语
WOS研究方向Construction & Building Technology ; Engineering ; Materials Science
WOS记录号WOS:000290470000113
内容类型会议论文
源URL[http://119.78.100.198/handle/2S6PX9GI/4615]  
专题岩土力学所知识全产出_会议论文
国家重点实验室知识产出_会议论文
作者单位Chinese Acad Sci, State Key Lab Geomech & Geotech Engn, Inst Rock & Soil Mech
推荐引用方式
GB/T 7714
Tang, Hua. Properties and Mechanism of Soil Consolidator for Highway Slopes[C]. 见:. Guangzhou, PEOPLES R CHINA. JAN 07-09, 2011.
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