The unit bearing capacity of footing in sand? Mark as favorite Copy Link decreases with depth of footing decreases with width of footing increases as well as decrease with depth of footing increases with width of footing angle of internal friction Check Answer
According to Terzaghi’s equation, the bearing capacity of strip footing resting on cohesive soil (c=10 kN/m²) per unit depth and unit width (assume N, as 5.7) is? Mark as favorite Copy Link 47 kN/m² 57 kN/m² 67 kN/m² 77 kN/m² Check Answer
A soil is in a semi-solid state, if the consistency index is? Mark as favorite Copy Link zero one more than unity none of these Check Answer
The coefficient of consolidation is measured? Mark as favorite Copy Link cm²/g cm²/s g/cm²/s cm²/g/s Check Answer
The clays which exhibit high activity? Mark as favorite Copy Link contain montmorillonite have high plasticity index both (a) and (b) none of these Check Answer
The angle of internal friction of round-grained loose sand is about? Mark as favorite Copy Link 5° to 25° 25? to 30? 30° to 35? 32? to 37? Check Answer
If a shear stress is applied on a dense sand, the shear strain caused will …….. the volume of sand? Mark as favorite Copy Link increase decrease not effect none Check Answer
The permissible exit gradient for safety against piping which endanger stability of a hydraulic structure, should be? Mark as favorite Copy Link 0.2 0.4 0.6 0.8 Check Answer