Preliminary study of instability behavior of levee on soft ground during sudden drawdown

Geotechnical Special Publication

Volumn , Issue 130-142, 2005, Pages 3009-3018

  Xu, G M ^a   Zhang, L ^a   Liu, S S ^b  

^a NANJING HYDRAULIC RESEARCH INSTITUTE   (China)

^b Dept Water Rsrc of Jiangsu Prov ^*  (China)

Author keywords

[No Author keywords available]

Indexed keywords

EMBANKMENTS; FLOODS; FOUNDATIONS; SHEAR STRENGTH; SLOPE STABILITY; SOILS; STABILITY; STRESS ANALYSIS;

CENTRIFUGE TESTS; CLAY CAKES; EMBANKMENT SLOPE; FLOODWATER;

LEVEES;

EID: 17044415245     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (5)

1. Butterfield, R. (1999), "Dimensional analysis for geotechnical engineers." Geotechnique, 49(3), 357-366.
2. Dou, Y., Jing, P.F. (1994), "The Development of 400 gt centrifuge of NHRI", Centrifuge 94, Leung, Lee and Tan (eds), 25-30.
3. Tamate, T., Takahashi, A. (1998), "Slope stability test" Centrifuge 98, Kimura, Kusakable & Takemura (eds), 1077-1083.
4. Tsuchida, T., Kobayashi, M. and Mizukami, J. (1984). "Effect of ageing of marine clay and its duplication by high temperature consolidation." Soil and Foundation, 31(4), 133-147.
5. Wei, R. L. (1987). Strength and deformation of soft clay, China communication Press, Beijing.