Complete GATE CE 2020 Paper 1 overview, original pages and practice · Timed previous-paper practice

Questions 43–45 of 65. Imported answers require review unless explicitly marked reviewed.

Paper practice 65 questionsPage 15 of 22

Question 33

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The appropriate design length of a clearway is calculated on the basis of ‘Normal Take-off condition’. Which one of the following options correctly depicts the length of the clearway? (Note: None of the options are drawn to scale.)
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Question 34

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The total stress paths corresponding to different loading conditions, for a soil specimen under the isotropically consolidated stress state (O), are shown below. The correct match between the stress paths and the listed loading conditions, is
Diagram for Civil Engineering question 34

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Question 35

Open question
CEMCQ2 marksNeeds review
The soil profile at a site up to a depth of 10 m is shown in the figure (not drawn to the scale). The soil is preloaded with a uniform surcharge (q) of 70 kN/m² at the ground level. The water table is at a depth of 3 m below ground level. The soil unit weight of the respective layers is shown in the figure.
Diagram for Civil Engineering question 35

Consider unit weight of water as 9.81 kN/m³ and assume that the surcharge (q) is applied instantaneously. Immediately after preload, the effective stresses (in kPa) at points P and Q, respectively, are
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