Kerala PSC Previous Years Question Paper & Answer

Title : LECTURER IN CIVIL ENGINEERING GOVT POLYTECHNICS TECHNICAL EDUCATION
Question Code : A

Page:11


Below are the scanned copy of Kerala Public Service Commission (KPSC) Question Paper with answer keys of Exam Name 'LECTURER IN CIVIL ENGINEERING GOVT POLYTECHNICS TECHNICAL EDUCATION' And exam conducted in the year 2016. And Question paper code was '170/2016'. 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: 11 out of 12
Excerpt of Question Code: 170/2016

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Grading curve is drawn from the test data of :
(A) Liquid limit test (B) Sieve analysis
(C) Compaction test (D) Shear box test

A well graded sandy soil containing clay is represented by the symbol as per IS
classification : 9

ക ഒ 1) 80
(0 8 (0) 08
The possibility of quick sand condition will be there when flow of water to soil is :
(A) Horizontal (B) Upwards
(C) Downwards (D) MNone of the above

Compaction of soil is measured in terms of :

(A) Specific gravity (B) Voids ratio

(0 Compressibility (D) Dry density
Static sheep foot roller is most effective in compacting :

(ಗ) Gravel (B) Sand

(0) Clay (D) None of the above
In a shear box test the failure plane is :

(4) weakest plane (18) horizontal plane

(C) vertical plane ‏٠‎ (D) principal plane

Slope deflection method is :
(4) Equilibrium method (B) Deformation method
(C) Stiffness coefficient method (D) All of the above

The most important tool in obtaining influence lines is :
(ക) Eddy's theorem
(B) Willot Mohr diagram
(0) Mouller Breslau Method
(D) Column analogy 179/06

11/1710 8700 18 statically determinate structure?
[ക Single hinged arch (B) Two hinged arch
(C) Three hinged arch (D) Fixed arch

13 170/2016
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