Civil Engineering > GATE 2022 SET-1 > Geotechnical Engineering
A concentrated vertical load of 3000 kN is applied on a horizontal ground surface. Points P and Q are at depths 1 m and 2 m below the ground, respectively, along the line of application of the load. Considering the ground to be a linearly elastic, isotropic, semi-infinite medium, the ratio of the increase in vertical stress at P to the increase in vertical stress at Q is _______. (in integer)

Correct : 4 to 4

Similar Questions

Group I lists the type of gain or loss of strength in soils. Group II lists the property or process responsible for the loss or gain of strength in soils. T...
#207 MCQ
A soil sample is subjected to a hydrostatic pressure, ฯƒ. The Mohr circle for any point in the soil sample would be
#208 MCQ
A strip footing is resting on the ground surface of a pure clay bed having an undrained cohesion Cu. The ultimate bearing capacity of the footing is equal to
#209 MCQ

Related Topics

No tags found

Unique Visitor Count

Total Unique Visitors

Loading......