railway RRB JE (CBT I + CBT II) Mock Test 2024 Soil Mechanics and Foundation Engineering Effective and Neutral Stress
In which one of the following pairs of soil types would you anticipate negative pore pressure when subjected to shearing?
1
Normally consolidated clay and dense sand
2
Overconsolidated clay and loose sand
3
Less consolidated clay and overconsolidated clay
4
Dense sand and overconsolidated clay