Arid
DOI10.3328/IJGE.2012.06.01.15-41
A state-of-the art review of 1-D heave prediction methods for expansive soils
Vanapalli, Sai K.; Lu, Lu
通讯作者Vanapalli, SK
来源期刊INTERNATIONAL JOURNAL OF GEOTECHNICAL ENGINEERING
ISSN1938-6362
EISSN1939-7879
出版年2012
卷号6期号:1页码:15-41
英文摘要Expansive soils are typically in a state of unsaturated condition and are widely found in semi-arid and arid regions of the world. The engineering properties of these soils are highly sensitive to changes in water content and suction in the active zone depth. One of the key problems associated with expansive soils is their swelling characteristics due to an increase in their natural water content. Practicing geotechnical engineers consider reliable prediction of the heave behavior of expansive soils and understanding its impact on the structures as one of their greatest challenges. Several researchers and practitioners from all around the world have made significant contributions over the past 60 years to better understand these problematic soils. This paper synthesizes information of various techniques available in literature for estimating the swelling pressure and the 1-D heave behavior of expansive soils. In addition, the limitations of using them in geotechnical engineering practice are discussed.
英文关键词Unsaturated soils expansive soils suction swelling pressure 1-D heave prediction
类型Article
语种英语
收录类别ESCI
WOS记录号WOS:000214105800002
WOS关键词WATER-CONTENT ; SHRINK ; MODEL
WOS类目Engineering, Geological
WOS研究方向Engineering
资源类型期刊论文
条目标识符http://119.78.100.177/qdio/handle/2XILL650/329950
作者单位[Vanapalli, Sai K.; Lu, Lu] Univ Ottawa, Dept Civil Engn, 161 Louis Pasteur, Ottawa, ON K1N 6N5, Canada
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Vanapalli, Sai K.,Lu, Lu. A state-of-the art review of 1-D heave prediction methods for expansive soils[J],2012,6(1):15-41.
APA Vanapalli, Sai K.,&Lu, Lu.(2012).A state-of-the art review of 1-D heave prediction methods for expansive soils.INTERNATIONAL JOURNAL OF GEOTECHNICAL ENGINEERING,6(1),15-41.
MLA Vanapalli, Sai K.,et al."A state-of-the art review of 1-D heave prediction methods for expansive soils".INTERNATIONAL JOURNAL OF GEOTECHNICAL ENGINEERING 6.1(2012):15-41.
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