Empirical equation for evaluating the dispersivity of cohesive soil
Fan, Henghui1; Kong, Lingwei2
刊名CANADIAN GEOTECHNICAL JOURNAL
2013
卷号50期号:9页码:989-994
关键词dispersive soil dispersive mechanism experimental evaluation empirical equation
ISSN号0008-3674
DOI10.1139/cgj-2012-0332
英文摘要As indicated by the theory of a clay-water-electrolyte system, the dispersive mechanism of cohesive soil involves three aspects: low clay content, high sodium ion percentage, and strongly alkaline pH. Accordingly, an empirical equation was established with an associated procedure and criteria proposed for evaluating the dispersivity of cohesive soil. The equation consists of four soil physical and chemical indicators: liquid limit (W-L), clay content (P-C), sodium percentage in the pore water (P-S), and pH. The equation is F = 4 - 0.01(2W(L) + P-C - P-S) + 0.1 pH, where F is the soil dispersivity value. Compared with the evaluation based on laboratory tests, the empirical equation had higher accuracy for the evaluation of the dispersivity of cohesive soil, and was thus conducive to greater engineering safety. This indicates that the proposed empirical equation is applicable for evaluating the dispersivity of cohesive soil in general engineering.
WOS研究方向Engineering ; Geology
语种英语
出版者CANADIAN SCIENCE PUBLISHING, NRC RESEARCH PRESS
WOS记录号WOS:000324173100007
内容类型期刊论文
源URL[http://119.78.100.198/handle/2S6PX9GI/3492]  
专题岩土力学所知识全产出_期刊论文
国家重点实验室知识产出_期刊论文
作者单位1.Northwest A&F Univ, Coll Water Resources & Architectural Engn;
2.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn
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Fan, Henghui,Kong, Lingwei. Empirical equation for evaluating the dispersivity of cohesive soil[J]. CANADIAN GEOTECHNICAL JOURNAL,2013,50(9):989-994.
APA Fan, Henghui,&Kong, Lingwei.(2013).Empirical equation for evaluating the dispersivity of cohesive soil.CANADIAN GEOTECHNICAL JOURNAL,50(9),989-994.
MLA Fan, Henghui,et al."Empirical equation for evaluating the dispersivity of cohesive soil".CANADIAN GEOTECHNICAL JOURNAL 50.9(2013):989-994.
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