Shear Strength and Pore-Water Pressure Characteristics during Constant Water Content Triaxial Tests
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 132, Issue 3
Abstract
Shear strength parameters used in geotechnical design are obtained mainly from the consolidated drained (CD) or consolidated undrained (CU) triaxial tests. However in many field situations, soils are compacted for construction purposes and may not follow the stress paths in CD or CU triaxial tests. In these cases, the excess pore-air pressure during compaction will dissipate instantaneously, but the excess pore-water pressure will dissipate with time. Under this condition, it can be considered that the air phase is drained and the water phase is undrained. This condition can be simulated in a constant water content (CW) triaxial test. The purpose of this paper is to present the characteristics of the shear strength, volume change, and pore-water pressure of a compacted silt during shearing under the constant water content condition. A series of CW triaxial tests was carried out on statically compacted silt specimens. The experimental results showed that initial matric suction and net confining stress play an important role in affecting the characteristics of the shear strength, pore-water pressure, and volume change of a compacted soil during shearing under the constant water content condition. The failure envelope of the compacted silt exhibited nonlinearity with respect to matric suction.
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Acknowledgments
The research is supported by Research Grant No. UNSPECIFIEDRG 7/99 from the Nanyang Technological University, Singapore. The first writer acknowledges the research scholarship received from NTU, Singapore.
References
American Society for Testing and Materials (ASTM)(1997). “. Standard classification of soils for engineering purposes (Unified Soil Classification System), 1993.” Annual Books of ASTM Standards. 1. 04.08, D2487-93, Section 4, Philadenphia, 217–227.
Bishop, A. W., Alpan, I., Blight, G. E., and Donald, I. B. (1960). “Factors controlling the shear strength of partly saturated cohesive soil.” Proc., ASCE Research Conf. on Shear Strength of Cohesive Soils, Univ. of Colorado, Boulder, Colo., 503–532.
Bishop, A. W., and Donald, I. B. (1961). “The experimental study of partly saturated soil in the triaxial apparatus.” Proc., 5th Int. Conf. on Soil Mechanics and Foundation Engineering, Paris, Vol. 1, 13–21.
Blight, G. E. (1961). “Strength and consolidation characteristics of compacted soil.” PhD dissertation, Univ. of London, London.
Fredlund, D. G., and Rahardjo, H. (1993). Soil mechanics for unsaturated soils, Wiley, New York.
Fredlund, D. G., Rahardjo, H., and Gan, J. (1987). “Nonlinearity of strength envelope for unsaturated soils.” Proc., 6th Int. Conf. Expansive Soils, New Delhi, India, Vol. 1, 49–54.
Gan, J., Fredlund, D. G., and Rahardjo, H. (1988). “Determination of the shear strength parameters of an saturated soil using the direct shear test.” Can. Geotech. J., 25(3), 277–283.
Head, K. H. (1986). Manual of soil laboratory testing, Vol. 3, Wiley, New York, 942–945.
Hilf, J. W. (1956). “An investigation of pore-water pressure in compacted cohesive soils.” PhD dissertation, Tech. Memo. No. 654, U. S. Dept. of the Interior, Bureau of Reclamation, Design and Construction Div., Denver.
Meilani, I., Rahardjo, H., Leong, E. C., and Fredlund, D. G. (2002). “Mini suction probe for matric suction measurements.” Can. Geotech. J., 39, 1427–1432.
Ong, B. H. (1999). “Shear strength and volume change of unsaturated residual soil.” ME thesis, Nanyang Technological Univ., Singapore.
Rahardjo, H., Heng, O. B., and Leong, E. C. (2004). “Shear strength of a compacted residual soil from consolidated drained and the constant water content triaxial tests.” Can. Geotech. J., 41, 1–16.
Satija, B. S. (1978). “Shear behaviour of partly saturated soil.” PhD thesis, Indian Institute of Technology, Delhi, India.
Sivakumar, V. (1993). “A critical state framework for unsaturated soil.” PhD thesis, Univ. of Sheffield, Sheffield, U.K.
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© 2006 ASCE.
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Received: Feb 24, 2005
Accepted: Jul 28, 2005
Published online: Mar 1, 2006
Published in print: Mar 2006
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