Rate of strength-gain during consolidation or settlement of subsoil due to embankment loads was studied for construction of embankments on soils of very low shear strength or bearing capacity; black cotton and kaolinitic soils were selected for laboratory investigations of strength-gain at different percentage of consolidation under different load-increments.
Strength gain phenomenon in earthen embankment construction
Indian Roads Congress -- Road Research -- Bul
1967
23 pages
Folding plate
Article (Journal)
English
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