A SATURATED SOIL MASS HAS A COMPRESSION INDEX OF 0.25. ITS VOID RATIO AT A STRESS OF 10 KN/M² IS 2.02 AND ITS PERMEABILITY IS 3.4 X 10-7 MM/S. COMPUTE: A). CHANGE IN VOID RATIO IF STRESS IS INCREASED TO 19 KN / M² B).TIME REQUIRED FOR 40 % CONSOLIDATION IF DRAINAGE IS TWO WAY.
A SATURATED SOIL MASS HAS A COMPRESSION INDEX OF 0.25. ITS VOID RATIO AT A STRESS OF 10 KN/M² IS 2.02 AND ITS PERMEABILITY IS 3.4 X 10-7 MM/S. COMPUTE: A). CHANGE IN VOID RATIO IF STRESS IS INCREASED TO 19 KN / M² B).TIME REQUIRED FOR 40 % CONSOLIDATION IF DRAINAGE IS TWO WAY.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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