Kerala PSC Previous Years Question Paper & Answer

Title : ASSISTANT ENGINEER CIVIL LOCAL SELF GOVERNMENT/PWD/IRRIGATION
Question Code : A

Page:6


Below are the scanned copy of Kerala Public Service Commission (KPSC) Question Paper with answer keys of Exam Name 'ASSISTANT ENGINEER CIVIL LOCAL SELF GOVERNMENT/PWD/IRRIGATION' And exam conducted in the year 2015. And Question paper code was '130/2015'. 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: 6 out of 12
Excerpt of Question Code: 130/2015

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Which of the following is the unit of coefficient of consolidation?
(4) cm¥sec (2) cm/sec
(0) മിസ്‌ (D). none of these

A simply supported beam of span 7 m has a point load of 3 kN at a distance of 2 m from left
end A and a point load of 2 kN at a distance of 4 m from left end A. What will be the support
reaction at B?

മധ 3kN (B) 25kN
ര 2kN (9) ‏جو ٹا‎

50188 ೫100 ೩ ೫೩1೦೦ ೦8 1 (೧೦೨೫೫971 ೧8 70೫17081110) 28761738 पणि 10 3 7111/866 00 107 1177/60
can be classified as :

(ಡಿ) pervious (B) semi pervious

(0 impervious (D) aquiclude

Which of the following soil samples will have grains of almost same particle size?
(4) எலி graded (8) good graded
(0) gap graded (D) poorly graded

Which among the following is the term used for change in volume of soil per unit of initial
volume due to a given unit increase in pressure?

(4) coefficient of volume change (B) coefficient of compressibility

(C) coefficient of settlement 0) swelling index

Which of the following values, the voids ratio in soil can have theoretically?
(4) <1only (3) can be less than or more than 1
(0 >1only | (0) <05

For what purpose stiffeners are used in a plate girder?
(4) to connect the flange plates to the web
(B) to provide web splice
(C) to prevent buckling of web
(D) 10 0101100 80110 for flange plates and cover plates

Which of the following is a clayey soil that has never been subjected to an effective pressure
greater than existing overburden pressure and which is also completely consolidated by the
existing overburden pressure?

(ಯ) normally consolidated soil ⇁ (3) pre — consolidated soil

)0 under — consolidated soil (D) over consolidated soil

130/2015 8 i A

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