Lime modification of clay soils for construction expediency

Proceedings of the Institution of Civil Engineers: Geotechnical Engineering

Volumn 125, Issue 4, 1997, Pages 242-249

  Rogers, C D F ^a   Ceng, Mice ^a   Glendinning, S ^a   Roff, T E J ^a  

^a LOUGHBOROUGH UNIVERSITY   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

LIME; MODIFICATION; PH EFFECTS;

CONSTRUCTION EXPEDIENCY; LIME MODIFICATION;

CLAY;

ATTERBERG LIMIT; LIME COLUMN; PLASTICITY; SOIL STABILIZATION;

EID: 0031257405     PISSN: 13532618     EISSN: None     Source Type: Journal    
DOI: 10.1680/igeng.1997.29660     Document Type: Article

References (12)

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2. ROGERS C. D. F. and LEE S. J. Tlie drained shear strength of lime-clay mixes. Transportation Research Record 1440, Transportation Research Board, National Research Council, Washington, DC, 1994, pp. 53-62.
3. EADES J. L and GRIM R. E. A quick test to determine lime requirements of lime stabilisation. Highway Research Record 139, Highway Research Board, National Research Council, Washington, DC, 1966, pp. 61-72.
4. BRITISH STANDARDS INSTITUTION. Methods of test for stabilised soils. BS 1924: 1990. HMSO, London.
5. DIAMOND S. and KINTER B. Mechanisms of soil lime stabilisation. Highway Research Record 92, Highway Research Board, National Research Council, Washington, DC, 1965, pp. 83-102.
6. CL\RKE K. E. and CRUTCHLEY A. E. Laboratory experiments in the stabilization of clays with hydrated lime. Géotechnique, 1957, 7, 97-111.
7. MATEOS M. Soil-lime research at Iowa State University. Proc. ASCE, 1964, 90, SM2, 127-153.
8. TRANSPORTATION RESEARCH BOARD. Lime stabilization state-of-the-art report: reactions, properties, design and construction. National Research Council, Washington, DC, 1987.
9. DUMBLETON M. J. Investigations to assess the potentialities of lime for soil stabilisation in the United Kingdom. Road Research Technical Paper 64, Transport Research Laboratory, Crowthorne, Berks., 1962.
10. BRITISH STANDARDS INSTITUTION. Methods of test for soils for civil engineering purposes. BS 1377: 1990. HMSO, London.
11. SWEENEY D. Site report on the construction of a lime modified subgrade on highways No. 339-01 and 334-02. Department of Civil Engineering, University of Saskatchewan, Canada, 1987.
12. ROGERS C. D. F. and GLENDINNING S. Modification of clay soils using lime. In Lime stabilization, Thomas Telford, London, 1996.