GATE CE Question Paper 2008.
GATE i.e. Graduate Aptitude Test in Engineering Civil Engineering 2008 Exam has been conducted by IISc Bangalore IIT Bombay IIT Delhi IIT Guwahati IIT Kanpur IIT Kharagpur IIT Madras IIT Roorkee. This GATE CE 2008 examination is the procedure to get the admission in M.Tech
GATE Civil Engineering i.e. CE Question Paper, This GATE CE 2008 Question will help all the students for their exam preparation, here the question type is MCQ i.e multiple choice question answers, if this GATE CE 2008 question paper in pdf file for GATE CE you can download it in FR CE, if GATE Civil Engineering 2008 paper in text for GATE CE you can download GATE CE 2008 page also just Go to menu bar, Click on File->then Save.
GATE CE Question Paper 2008
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Q.4 A reinforced concrete structure has to be constructed along a sea coast. The minimum grade ol concrete to he used as per IS: 456—20(X) is
(A) M 15 dl) M 20
(C) M 25 1) NI 30
Q. 5 In the design of a rci nl’orced concrete bean the requireme iii br bond is not getting satisfied, Ihe economical option to satisfy (he requirement br bond is by
(A) bundling 0f bars
(B) providing smaller diameter bars more in number
(C) providing larger diameter bars less in number
(D) providing same diameter bars more in number
Q.6 The shape of the cross-section. which has a largest shape factor, is
(A) rectangular (II) I—section
(C) diaiiiond (I)) solid circular
Q.7 Group symbols assigned to silty sand and clayey sand are respectively
(A) SS and CS (B) SM and CS
(C) SM and SC (I)) MS and CS
Q.8 When a retaining wall moves away from the back-till, the pressure exerted on the wall is termed as
(A) Passive earth pressure
dl) Swelling pressure
(C) Pore pressure
(D) Active earth pressure
Q.9 Compaction by vibratory roller is (lie best nlhol of compaction in case of
(A) moist silty sand
(II) well graded dry sand
(C) clay of medium compressibility
(I)) silt of high compressibility
Q. 10 A ersoii sanding on the hank of a caiul drops a stone on the waler surface. 1-Ic notices that the disturbance on the waler in not traveling up—stream. This is because the how in the canal is
(A) sub-critical (11) super-critical
(C) steady 41)) uni Irni
Q. 11 A flood wave with a known inflow hydrograph is routed through a large reservoir.
The outtlow hydrograph will have
(A) attenuated peak with reduced time-base
(B) alteilLiated peak wit Ii increased iime—hase
(C) increased peak with increased lime-base
(D) increased peak with ieduced time-base