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Use of Uniform and Inert Beads for the Determination of Shrinkage Limit of Fine Grained Soils
Use of Uniform and Inert Beads for the Determination of Shrinkage Limit of Fine Grained Soils
Use of Uniform and Inert Beads for the Determination of Shrinkage Limit of Fine Grained Soils
Geotech Geol Eng
Prakash, K. (author) / Sridharan, A. (author)
Geotechnical and Geological Engineering ; 30 ; 1271-1278
2012-10-01
Article (Journal)
Electronic Resource
English
Use of Uniform and Inert Beads for the Determination of Shrinkage Limit of Fine Grained Soils
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