Civil Engineering
2019 · Paper 1
Take it one question at a time. Try an answer, then check your understanding.
Complete GATE CE 2019 Paper 1 overview, original pages and practice · Timed previous-paper practice
Questions 37–39 of 65. Imported answers require review unless explicitly marked reviewed.
Question 27
Open questionCEMCQ2 marksNeeds review
A one-dimensional domain is discretised into
sub-domains of width
with node numbers
. If the time scale is discretised in steps of
, the forward-time and centered-space finite difference approximation at
node and
time step, for the partial differential equation
isYour answerChoose one option.
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Open questionCEMCQ2 marksNeeds review
A rectangular open channel has a width of 5
and a bed slope of 0.001. For a uniform flow of depth 2
, the velocity is 2
. The Manning’s roughness coefficient for the channel isYour answerChoose one option.
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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 29
Open questionCEMCQ2 marksNeeds review
For the following statements:
P – The lateral stress in the soil while being tested in an oedometer is always at-rest.
Q – For a perfectly rigid strip footing at deeper depths in a sand deposit, the vertical normal contact stress at the footing edge is greater than that at its centre.
R – The corrections for overburden pressure and dilatancy are not applied to measured SPT-N values in case of clay deposits.
The correct combination of the statements is
Your answerChoose one option.
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