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Frontiers of Structural and Civil Engineering >> 2011, Volume 5, Issue 2 doi: 10.1007/s11709-011-0108-8
Experimental study of two saturated natural soils and their saturated remoulded soils under three consolidated undrained stress paths
1. Department of Geotechnical Engineering and Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, China; 2. School of Geological Engineering and Surveying, Chang’an University, Xi’an 710054, China; 3. Department of Civil Engineering, Laval University, Quebec G1K 7P4, Canada
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Keywords
stress paths ; static liquefaction ; natural soil ; remoulded soil ; loess ; structure ; total strength indices ; excess pore pressure
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