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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
Prakash, K. (author) / Sridharan, A. (author)
GEOTECHNICAL AND GEOLOGICAL ENGINEERING ; 30 ; 1271-1278
2012-01-01
8 pages
Article (Journal)
English
DDC:
624.171
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