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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. (Autor:in) / Sridharan, A. (Autor:in)
GEOTECHNICAL AND GEOLOGICAL ENGINEERING ; 30 ; 1271-1278
01.01.2012
8 pages
Aufsatz (Zeitschrift)
Englisch
DDC:
624.171
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