Bearing Strength and Swelling Behavior of Jingmen Expansive Soil | |
Guo, Ai-guo; Kong, Ling-wei | |
刊名 | ROAD MATERIALS AND PAVEMENT DESIGN
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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 |
DOI | 10.3166/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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