Civil Engineering > GATE 2022 SET-1 > Geotechnical Engineering
At a site, a Static Cone Penetration Test was carried out. The measured point (tip) resistance qc was 1000 kPa at a certain depth. The friction ratio (fr) was estimated as 1% at the same depth. The value of sleeve (side) friction (in kPa) at that depth was _______. (in integer)
Correct : 10 to 10
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...
A soil sample is subjected to a hydrostatic pressure, ฯ. The Mohr circle for any point in the soil sample would be
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
Total Unique Visitors
Loading......