TECHNICAL PAPERS
Nov 8, 2010

Sand Replacement Method for Determination of Shrinkage Limit of Fine-Grained Soils

Publication: Journal of Hazardous, Toxic, and Radioactive Waste
Volume 15, Issue 2

Abstract

Mercury is one of the many hazardous substances that has been recognized and banned by many natural codes of practice and governments. Because many laboratory works in research and practice require the use of mercury, safe alternative materials and procedures are being researched. One of the Atterberg limits dealing with volume stability of soils in the field is the shrinkage limit. The conventional method followed by many national codes of practice involves the use of mercury to measure the volume of dry soil pat. This paper proposes sand replacement method to determine the shrinkage limit of soils in the laboratory. This method uses sand of uniform gradation to determine the volume of dry soil pat. The proposed method is simple, safe, free from the limitations of the conventional mercury and wax methods, and eco-friendly. The shrinkage limit values obtained from the proposed sand replacement method compare very well with those from the mercury displacement method.

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References

ASTM. (2007a). “Standard method for classification of soils for engineering purposes.” D2487, West Conshohocken, PA.
ASTM. (2007b). “Standard test method for density and unit weight of soil in place by the sand—Cone method.” D1556-00, West Conshohocken, PA.
ASTM. (2007c). “Standard test methods for density of soil and rock in place by the sand replacement method in a test pit.” D4914-99, West Conshohocken, PA.
ASTM. (2007d). “Standard test method for shrinkage factors of soils by the mercury method.” D427-04, West Conshohocken, PA.
ASTM. (2007e). “Standard test method for shrinkage factors of soils by the wax method.” D4943-02, West Conshohocken, PA.
British Standards Institution (BSI). (1981). “British code of practice for site investigations.” BS: 5930, London.
British Standards Institution (BSI). (1990). “British standard methods of test for soil for engineering purposes—Part 2.” BS: 1377, London.
Bureau of Indian Standards (BIS). (1972). “Indian standard methods of test for soils—Part 6.” IS: 2720, Determination of shrinkage factors, reaffirmed 1978, New Delhi, India.
Bureau of Indian Standards (BIS). (1974). “Indian standard methods of test for soils—Part 28.” IS: 2720, Determination of dry density of soils, in place, by sand replacement method, reaffirmed 1988, New Delhi, India.
Holtz, W. G., and Gibbs, H. J. (1956). “Engineering properties of expansive clays.” Trans. ASCE, 121, 641–663.
Prakash, K., Sridharan, A., Ananth Baba, J., and Thejas, H. K. (2009). “Determination of shrinkage limit of fine-grained soils by wax method.” Geotech. Test. J., 32(1), 86–89.

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Go to Journal of Hazardous, Toxic, and Radioactive Waste
Journal of Hazardous, Toxic, and Radioactive Waste
Volume 15Issue 2April 2011
Pages: 121 - 126

History

Received: Jun 22, 2010
Accepted: Oct 29, 2010
Published online: Nov 8, 2010
Published in print: Apr 1, 2011

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Authors

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Professor, Dept. of Civil Engineering, Sri Jayachamarajendra College of Engineering, Mysore 570 006, India (corresponding author). E-mail: [email protected]
A. Sridharan
Former Professor in Civil Engineering, Indian Institute of Science, Bangalore 560 012, India.
H. K. Karthik
Undergraduate Student, Dept. of Civil Engineering, Sri Jayachamarajendra College of Engineering, Mysore 570 006, India.
C. Anand
Undergraduate Student, Dept. of Civil Engineering, Sri Jayachamarajendra College of Engineering, Mysore 570 006, India.

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