Civil Engineering MCQs

Page No. 290

The bearing capacity of a water logged soil can be improved by_____________?


acompacting the soil


bdraining the soil


cincreasing the depth of foundation


dgrouting


View Answer draining the soil

The type of pile which is driven at an inclination to resist inclined forces is known as______________?


afriction pile


b sheet pile


cbatter pile


danchor pile


View Answer batter pile

Depth or height of the arch is the________________?


aperpendicular distance between intra-dos and extrados


bvertical distance between springing line and intrados


c perpendicular distance between springing line and extrados


dnone of the above



The type of flooring suitable for use in churches, theatres, public libraries and other places where noiseless floor covering is desired is____________________?


acork flooring


bglass flooring


cwooden flooring


d linoleum flooring


View Answer cork flooring

The maximum total settlement for raft foundation on clayey soils should be limited to______________?


a25 mm


b 25 to 40 mm


c40 to 65 mm


d65 to 100 mm


View Answer 65 to 100 mm

The maximum total settlement for isolated foundations on clayey soils should be limited to______________?


a25 mm


b40 mm


c65 mm


d100 mm


View Answer 65 mm

In case of foundations on black cotton soils, the most suitable method to increase the bearing capacity of soils is to_________________?


aincrease the depth of foundation


bdrain the soil


ccompact the soil


dreplace the poor soil


View Answer replace the poor soil

Single flemish bond consists of___________________?


adouble flemish bond facing and Eng-lish bond backing in each course


bEnglish bond facing and double flemish bond backing in each course


cstretcher bond facing and double flemish bond backing in each course


ddouble flemish bond facing and header bond backing in each course



Number of vertical joints in a stretcher course is x times the number of joints in the header course, where x is equal to_________________?


a1/2


b1


c 2


d1/4


View Answer 1/2

The slenderness ratio for masonry walls should not be more than_____________?


a10


b20


c30


d40


View Answer 20

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