Geology and Geophysics
GATE GG-1 topic:applied-geology PYQs
Build your understanding with focused practice from past exam papers.
Questions 11–20 of 33. Imported answers require independent review unless marked reviewed.
Question 61
Open questionGGNAT2 marksNeeds review
A sandstone follows Mohr-Coulomb failure criterion. If the uniaxial compressive strength and the angle of the internal friction of the sandstone are 7 MPa and 30°, respectively, the calculated cohesion of the rock is ______________ MPa. [round off to 2 decimal places]
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Which one of the following is the Poisson’s ratio for an incompressible fluid?
Your answerChoose one option.
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How many independent elastic parameters are needed to describe a homogenous isotropic material?
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You can attempt this question now. Sign in to view the answer key, explanations and discussion.Log in to check answerQuestion 33
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The Hoek-Brown failure envelope is typically the segment of which one of the following?
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You can attempt this question now. Sign in to view the answer key, explanations and discussion.Log in to check answerQuestion 37
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Which of the natural hazard(s) listed below can be caused by Earthquakes?
Your answerSelect all correct options. You can choose more than one.
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You can attempt this question now. Sign in to view the answer key, explanations and discussion.Log in to check answerQuestion 60
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Which of the following parameter(s) is/are Rock Mass Rating (RMR) based on?
Your answerSelect all correct options. You can choose more than one.
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You can attempt this question now. Sign in to view the answer key, explanations and discussion.Log in to check answerQuestion 45
Open questionGG - G1NAT2 marksNeeds review
A circular tunnel is being excavated in a blocky rock mass by drilling and blasting. An excavation disturbed zone (EDZ) around the tunnel extends 0.70 m into the rock from the excavation surface. Considering the unit weight of the rock as 25 kN/m³, the support pressure required at the crown of the tunnel to stabilize the loose blocks of the EDZ is ______ kPa. [round off to one decimal place]
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Under uniaxial compression, a cylindrical quartzite specimen (length = 122 mm and diameter = 60 mm) showed linear elastic behaviour. The uniaxial compressive strength and the modulus ratio of the rock are 150 MPa and 500, respectively. The axial strain at 75 MPa during the loading was __________ milli-strain. [in integer]
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You can attempt this question now. Sign in to view the answer key, explanations and discussion.Log in to check answerQuestion 47
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The sketch shows a triangular rock mass (ABC) resting on a joint plane (AC) inclined at 35° with the horizontal. A rockbolt having an inclination of 25° with the horizontal is used to stabilize the slope. If the bolt tension (T) is 110 kN, the absolute value of shear force along the joint plane induced by the bolt tension is ________ kN. [in integer]

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You can attempt this question now. Sign in to view the answer key, explanations and discussion.Log in to check answerQuestion 19
Open questionGL-1NAT2 marksNeeds review
If density of quartz is 2650 kg/m³ and that of orthoclase is 2550 kg/m³, the lithostatic pressure due to a granite with 68 modal % quartz and 32 modal % orthoclase at a depth of 10 km will be ________ bar. (Round off to 2 decimal places) (Acceleration due to gravity g = 9.8 m/s².)
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