Kerala PSC Previous Years Question Paper & Answer

Title : ASSISTANT ENGINEER CIVIL HARBOUR ENGINEERING
Question Code : A

Page:11


Below are the scanned copy of Kerala Public Service Commission (KPSC) Question Paper with answer keys of Exam Name 'ASSISTANT ENGINEER CIVIL HARBOUR ENGINEERING' And exam conducted in the year 2017. And Question paper code was '153/2017'. 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: 11 out of 16
Excerpt of Question Code: 153/2017

1532017 ااا ااا اما

67.

68.

69.

70.

93.

A thin cylinder of thickness ¥, width ‘b’ and intemal radius ‘r' is subjected to a pressure
ந the entire intemal surface. What is the change in radius of the cylinder ? (p is
the Poisson’s ratic and E is the modulus of elasticity)

2(1-1)

(2) 2 +) മേ മമ

A T
) P Et Et 2Et Et

B) pr C) pr

Consider the following tasks.
1. Placing of reinforcement (P) for roof slab cannot start before bending of

reinforcement (B) and erection of frame work (E).
2. As soon as placing of reinforcement is finished, concreting (C) will follow.

The correct activity on arrow diagram representing for the above task is

1 ಇಹ ರತ ந்‌ அயில
മു പ ~< B)
0

B

ച : ८ ‏م‎
‎0) की अर 0) 7

Terzaghi’s Consolidation theory is applicable to one-dimensional consolidation test
A) For small load increment ratios

B) For large load increment ratios

C) For aload increment ratio of nearly one

D) In situations where there is no excess pore pressure

Which one of the following pairs is NOT correctly matched ?

A) 01900-918900 7181918 - 57781 ೧18910 20೧6

8) Strain hardening material — Stiffening effect

C) Orthotropic material — Different properties in three perpendicular directions
D) Isotropic material — Same physical property in all directions at a point

Twoccircularfootings of diameters D_ and D, are resting onthe surface of a purely cohesive
soil. The ratio D /D, = 2. If the ultimate load carrying capacity of the footing of diameter
D_ is 200 kN/m®, then the ultimate bearing capacity (in kN/m*) of the footing of diameter
D, will be

A) 100 B) 200 0) 314 0) 571

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ASSISTANT ENGINEER CIVIL HARBOUR ENGINEERING : Video