Kerala PSC Previous Years Question Paper & Answer

Title : ASSISTANT ENGINEER CIVIL KSHB/KSRTC SIDCO ASSISTANT ENGINEER HYDROLOGY GROUND WATER
Question Code : A

Page:3


Below are the scanned copy of Kerala Public Service Commission (KPSC) Question Paper with answer keys of Exam Name 'ASSISTANT ENGINEER CIVIL KSHB/KSRTC SIDCO ASSISTANT ENGINEER HYDROLOGY GROUND WATER' And exam conducted in the year 2016. And Question paper code was '072/2016'. Medium of question paper was in Malayalam or English . Booklet Alphacode was 'A'. Answer keys are given at the bottom, but we suggest you to try answering the questions yourself and compare the key along wih to check your performance. Because we would like you to do and practice by yourself.

page: 3 out of 12
Excerpt of Question Code: 072/2016



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If during a permeability test on a soil sample with a falling head permeameter equal time
intervals are noted for drop of head from h, to h, and again from h, to h, then which one of
the following relation would hold good?

(A) (hy —hy)=(hy - hg) 0 படி
ര ലം യ) hy = Ayhy

The soils most susceptible to liquefaction are :
(A) Saturated dense sand
(B) Saturated fine and medium sands of uniform particle size
(C) Saturated clays of uniform size

(D) Saturated gravel and cobbles

The angle between the horizontal and the maximum slope that a. soil assumes through
natural process is called :

(A) Angle of internal friction (B) Cohesiveness
(C) Angle of repose (फ) Hydraulic gradient
A saturated clay layer with single drainage face takes 4 years to attain 50% degree of

consolidation. If the clay layer had double drainage, then the time taken to attain 50% degree
of consolidation is :

(A) lyear (B) 2 years
(0) 4 years (D) 8 years

A comparatively sudden reduction in volume of a soil mass under an applied load is called :
(A) Primary compression (B) Secondary compression
(C) Initial consolidation (D) Initial compaction
The law that states that laminar flow in a saturated soil, the velocity is directly proportional
to the hydraulic gradient is called :
(A) Reynold's law )3( Bligh’s law
(¢) Lacey's law (D) Darcy's law

A foundation is considered as shallow if its depth is:
(4) Equal to or less than its width (B) Less than 1 meter
(C) Greater than its width (D) Greater than 1 meter

5 072/2016
[7.7.0.]

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