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Prakash, K., Sridharan, A. (2012) Use of Uniform and Inert Beads for the Determination of Shrinkage Limit of Fine Grained Soils. Geotechnical and Geological Engineering, 30 (5). 1271-1278 doi:10.1007/s10706-012-9536-z

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Reference TypeJournal (article/letter/editorial)
TitleUse of Uniform and Inert Beads for the Determination of Shrinkage Limit of Fine Grained Soils
JournalGeotechnical and Geological Engineering
AuthorsPrakash, K.Author
Sridharan, A.Author
Year2012 (October)Volume30
Issue5
PublisherSpringer Science and Business Media LLC
DOIdoi:10.1007/s10706-012-9536-zSearch in ResearchGate
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Mindat Ref. ID7748591Long-form Identifiermindat:1:5:7748591:5
GUID0
Full ReferencePrakash, K., Sridharan, A. (2012) Use of Uniform and Inert Beads for the Determination of Shrinkage Limit of Fine Grained Soils. Geotechnical and Geological Engineering, 30 (5). 1271-1278 doi:10.1007/s10706-012-9536-z
Plain TextPrakash, K., Sridharan, A. (2012) Use of Uniform and Inert Beads for the Determination of Shrinkage Limit of Fine Grained Soils. Geotechnical and Geological Engineering, 30 (5). 1271-1278 doi:10.1007/s10706-012-9536-z
In(2012, October) Geotechnical and Geological Engineering Vol. 30 (5) Springer Science and Business Media LLC

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Suits, L. D., Sheahan, T. C., Prakash, K., Sridharan, A., Baba, J. Ananth, Thejas, H. K. (2009) Determination of Shrinkage Limit of Fine-Grained Soils by Wax Method. Geotechnical Testing Journal, 32 (1). 101727pp. doi:10.1520/gtj101727
Prakash, K., Sridharan, A., Thejas, H. K., Swaroop, H. M. (2012) A Simplified Approach of Determining the Specific Gravity of Soil Solids. Geotechnical and Geological Engineering, 30 (4). 1063-1067 doi:10.1007/s10706-012-9521-6
Prakash, K., Sridharan, A. (2013) Permeability of Layered Soils: An Extended Study. Geotechnical and Geological Engineering, 31 (5). 1639-1644 doi:10.1007/s10706-013-9684-9
McClerren, Matthew A., Hettiarachchi, Hiroshan, Carpenter, Donald D. (2012) An Investigation on Erodibility and Geotechnical Characteristics of Fine Grained Fluvial Soils from Lower Michigan. Geotechnical and Geological Engineering, 30 (4). 881-892 doi:10.1007/s10706-012-9507-4
Sridharan, A., Nagaraj, H. B. (2005) Hydraulic conductivity of remolded fine-grained soils versus index properties. Geotechnical and Geological Engineering, 23 (1). 43-60 doi:10.1007/s10706-003-5396-x
Suits, L. D., Sheahan, T. C., Prakash, K., Sridharan, A., Prasanna, H. S. (2009) A Note on the Determination of Plastic Limit of Fine-Grained Soils. Geotechnical Testing Journal, 32 (4). 101960pp. doi:10.1520/gtj101960
Asha, M.; Nagaraj, H. B.; Muguda, Sravan (2025) Shrinkage Limit Determination of Soils Using Hydrophobic Compounds. Geotechnical and Geological Engineering, 43 (5). doi:10.1007/s10706-025-03162-7
Soltani, Amin, Azimi, Mahdieh, O’Kelly, Brendan C., Baghbani, Abolfazl, Taheri, Abbas (2024) Statistical Reappraisal of the Wax and Mercury Methods for Shrinkage Limit Determinations of Fine-Grained Soils. Geotechnical and Geological Engineering, 42 (6) 5317-5333 doi:10.1007/s10706-024-02781-w
Prakash, K., Sridharan, A., Prasanna, H. S. (2024) Compression Curves and Compression Indices of Compacted Montmorillonitic and Kaolinitic Soils. Geotechnical and Geological Engineering, 42 (1) 755-765 doi:10.1007/s10706-023-02552-z
Prakash, K., Sridharan, A. (2012) Classification of Non-Plastic Soils. Indian Geotechnical Journal, 42 (2) 118-123 doi:10.1007/s40098-012-0007-5
Chaney, RC, Demars, KR, Sridharan, A, Prakash, K (1998) Mechanism Controlling the Shrinkage Limit of Soils. Geotechnical Testing Journal, 21 (3). 240pp. doi:10.1520/gtj10897j
 
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