Laboratory determination of deformation and stiffness parameters of stabilized peat

Proceedings of the United Engineering Foundation / ASCE Geo-Institute Soft Ground Technology Conference - Soft Ground Technology, GSP 112

Volumn 301, Issue , 2000, Pages 182-193

  Hebib, Samir ^a   Farrell, Eric R ^a  

^a TRINITY COLLEGE DUBLIN   (Ireland)

Author keywords

[No Author keywords available]

Indexed keywords

BINDERS; DEFORMATION; PEAT; SOIL TESTING; SOILS; STRENGTH OF MATERIALS; TECHNOLOGY;

ENGINEERING PROPERTIES; LABORATORY TESTING; STIFFNESS PARAMETERS;

SHEAR STRENGTH;

EID: 58749092155     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40552(301)15     Document Type: Conference Paper

References (4)

1. den Haan, E.J. (1998). "Cement based stabilizers for Dutch soils". Problematic soils. Balkema, Sendai. 53-56.
2. Odajima, H., Noto, S., Nishikawa, J. And Yamazaki, T. (1995). "Cement stabilization of peaty ground with consideration of organic matter". Int. Workshop. Engrg. Char. & Beh. Peat. Sapporo. 133-141.
3. Sangrey, D.A. (1972). "Naturally cemented sensitive soils". Geotechnique, London, England, 22, 139-152.
4. Sivapullaiah, P.V., Prashanth, J.P. and Sridharan, A. (1985). "Optimization of lime content for Fly Ash". Jnl. of testing and evaluation, 22(3), 222-227.