Civil Engineering > GATE 2014 SET-2 > Soil Testing
Group I enlists in-situ field tests carried out for soil exploration, while Group II provides a list of parameters for sub-soil strength characterization. Match the type of tests with the characterization parameters.
Group I
P. Pressuremeter Test (PMT)
Q. Static Cone Penetration Test (SCPT)
R. Standard Penetration Test (SPT)
S. Vane Shear Test (VST)
Group II
1. Menard's modulus (Em)
2. Number of blows (N)
3. Skin resistance (fc)
4. Undrained cohesion (cu)
Group I
P. Pressuremeter Test (PMT)
Q. Static Cone Penetration Test (SCPT)
R. Standard Penetration Test (SPT)
S. Vane Shear Test (VST)
Group II
1. Menard's modulus (Em)
2. Number of blows (N)
3. Skin resistance (fc)
4. Undrained cohesion (cu)
Correct : a
Similar Questions
For a saturated cohesive soil, a triaxial test yields the angle of internal friction (ฯ) as zero. The conducted test is
The matrix P is the inverse of a matrix Q. If I denotes the identity matrix, which one of the following options is correct?
The number of parameters in the univariate exponential and Gaussian distributions, respectively, are
Total Unique Visitors
Loading......