Correction for increasing effective overburden pressure have been proposed by

Related MCQs

• For an inclined back and surcharge, if P1, is horizontal pressure and W is weight of soil wedge, then the total pressure is given by
• The equation for computing immediate settlement “Si = μ0μ1 q B ( 1-μ2/Es )” was proposed by                        
• The depth up to which the increase in pressure due to structural loading is likely to cause perceptible settlement is                
• The pressure intensity beneath the footing depends upon                        
• In cohesive soil, the pressure distribution beneath the footing is                        
• A seating pressure of                        is applied on the plate before starting the load test.
• The allowable pressure, that should be selected for a maximum settlement is
• What will be the co-efficient of passive earth pressure, at a depth of 8m in cohesion less soil sand with an angle of internal friction of 30° when the water rises to the ground level?
• Originally, Rankine’s theory of lateral earth pressure can be applied to only                
• Rankine’s theory of lateral pressure was extended to other soil by