Bearing Strength and Swelling Behavior of Jingmen Expansive Soil
Guo, Ai-guo; Kong, Ling-wei
刊名ROAD MATERIALS AND PAVEMENT DESIGN
2011
卷号12期号:2页码:441-450
关键词Expansive Soil California Bearing Ratio Water Content Dry Density Compaction Effort Degree of Compaction
ISSN号1468-0629
DOI10.3166/RMPD.12.441-450
英文摘要The influence of swelling potential grade, water content and city density on California Bearing Ratio (CBR) of expansive soils from Jingmen, China was studied and empirical formulas describing the relationship of CBR value, dry density and the compaction degree of soil were derived. It is found that the CBR values depend on the water content, the dry density and the structural state after soaking expansion, and its variations with the water content, compaction effort and swelling potential grade are similar to the compaction curves. The water content of the maximum CBR is usually higher than the optimum water content and this difference decreases as the compaction effort decreases. It is concluded that the water content for expansive soil for subgrade construction control should be slightly higher than the optimum water content and lower than the plasticity limit, while the dry density should be slightly lower than the maximum thy density.
WOS研究方向Construction & Building Technology ; Engineering ; Materials Science
语种英语
出版者LAVOISIER
WOS记录号WOS:000291566400009
内容类型期刊论文
源URL[http://119.78.100.198/handle/2S6PX9GI/3281]  
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Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn
推荐引用方式
GB/T 7714
Guo, Ai-guo,Kong, Ling-wei. Bearing Strength and Swelling Behavior of Jingmen Expansive Soil[J]. ROAD MATERIALS AND PAVEMENT DESIGN,2011,12(2):441-450.
APA Guo, Ai-guo,&Kong, Ling-wei.(2011).Bearing Strength and Swelling Behavior of Jingmen Expansive Soil.ROAD MATERIALS AND PAVEMENT DESIGN,12(2),441-450.
MLA Guo, Ai-guo,et al."Bearing Strength and Swelling Behavior of Jingmen Expansive Soil".ROAD MATERIALS AND PAVEMENT DESIGN 12.2(2011):441-450.
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