Influence of reservoir level change on slope stability of a silty soil bank

Geotechnical Special Publication

Volumn , Issue 147, 2006, Pages 463-472

  Zhan, Tony L T ^a   Zhang, W J ^a   Chen, Y M ^a  

^a ZHEJIANG UNIVERSITY   (China)

Author keywords

[No Author keywords available]

Indexed keywords

ACCIDENT PREVENTION; SEEPAGE; SHEAR STRENGTH; SOILS; WATER ANALYSIS; WATER LEVELS;

RESERVOIR LEVELS; SEEPAGE ANALYSES; SLOPE SURFACE;

RESERVOIRS (WATER);

EID: 33845547982     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40802(189)34     Document Type: Conference Paper

References (8)

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2. Fredlund D.G, Xing A. (1994). "Equations for the soil-water characteristic curve. Canadian Geotechnical Journal", 31(3): 521-532.
3. Fredlund, D. G. & Rahardjo, H. (1993). Soil Mechanics for Unsaturated Soil Mechanics. Wiley Inter Science, New York.
4. GEO-SLOPE (2003). International Ltd. SEEP/W and SLOPE/W for finite element seepage analysis, vol.5. Users Manual. Calgary, Alberta, Canada, 2003.
5. Jones, J.A.A. (1981). The nature of soil piping, A review of Research. Geo. Books, Norwich, UK, 315p.
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7. Zheng Y.R., Shi W.M., Kong W.X. (2004). "Calculation of seepage forces and phreatic line under drawdown condition". Chinese Journal of Rock Mechanics and Engineering, 23(18):3203-3210. In Chinese.
8. Zhong C. H.Z. (1990). "Discussion on reservoir landslides". Bulletin of Soil and Water Conservation, 10(1): 53-64. In Chinese.