Questions 421–430 of 1300. Imported answers require independent review unless marked reviewed.

Topic practice 1300 questionsPage 43 of 130

Question 16

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The specific gravity of a soil is 2.60. The soil is at 50% degree of saturation with a water content of 15%. The void ratio of the soil is ________.
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Question 16

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When a simply-supported elastic beam of span L and flexural rigidity EI (E is the modulus of elasticity and I is the moment of inertia of the section) is loaded with a uniformly distributed load w per unit length, the deflection at the mid-span is

If the load on one half of the span is now removed, the mid-span deflection ______.
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Question 17

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A group of 9 friction piles are arranged in a square grid maintaining equal spacing in all directions. Each pile is of diameter 300 mm and length 7 m. Assume that the soil is cohesionless with effective friction angle of

. What is the center-to-center spacing of the piles (in m) for the pile group efficiency of 60%?
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Question 17

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Muller-Breslau principle is used in analysis of structures for _________________.
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Question 18

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A possible slope failure is shown in the figure. Three soil samples are taken from different locations (I, II and III) of the potential failure plane. Which is the most appropriate shear strength test for each of the sample to identify the failure mechanism? Identify the correct combination from the following options:
P: Triaxial compression test Q: Triaxial extension test R: Direct shear or shear box test S: Vane shear test
Diagram for Civil Engineering question 18

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Question 18

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A standard penetration test (SPT) was carried out at a location by using a manually operated hammer dropping system with 50% efficiency. The recorded SPT value at a particular depth is 28. If an automatic hammer dropping system with 70% efficiency is used at the same location, the recorded SPT value will be ______.
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Question 19

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When a supercritical stream enters a mild-sloped (M) channel section, the type of flow profile would become ________.
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Question 19

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A vertical sheet pile wall is installed in an anisotropic soil having coefficient of horizontal permeability,

and coefficient of vertical permeability,

. In order to draw the flow net for the isotropic condition, the embedment depth of the wall should be scaled by a factor of _____, without changing the horizontal scale.
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Question 20

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Which one of the following statements is TRUE for Greenhouse Gas (GHG) in the atmosphere?
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Question 20

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Identify the cross-drainage work in the figure.
Diagram for Civil Engineering question 20

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