BIHAR PUBLIC SERVICE COMMISSION (BPSC) ASSISTANT ENGINEER EXAM - 2022 CIVIL ENGINEERING - FREE DOWNLOAD PDF - StudyCivilEngg.com
BIHAR PUBLIC SERVICE COMMISSION
ASSISTANT ENGINEER EXAM - 2022
CIVIL ENGINEERING
SOLVED PAPER WITH EXPLANATIONS
FREE DOWNLOAD PDF
Bihar state Public Service Commission conducted Assistant Engineer Exam in year 2022 for Civil Engineering stream to fulfil the open roles of Assistant Engineer for the state of Bihar. Download the Question paper along with Solutions and their detailed explanations only on StudyCivilEngg.com. Download link is provided at the end of this post. Below are the sample questions and their solutions with explanations from the BPSC AE Civil Engineering Exam 2022.
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QUESTION 3: Negative skin friction on piles is dominant in
(a) friction per bearing piles
(b) piles resting on hard sands
(c) friction piles in soft clays
(d) friction piles in sands
Answer (c)
Negative skin friction occurs when concrete piles are situated in soft soils, consolidating soil-mass, etc., resulting in a downward force that increase loading on shaft piles and reduces the bearing capacity of the piles.
QUESTION 4: Higher density and a lower optimum water content is easily achieved by
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(a) saturated soil
(b) coarse grained soil
(c) fine grained soil
(d) cohesion-less soil
Answer (b)
(b) coarse grained soil
(c) fine grained soil
(d) cohesion-less soil
Answer (b)
Well graded coarse-grain soil attains a much higher density and lower water optimum water content then fine grained soil which requiring more water.
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QUESTION 5: Ratio of bearing capacity o double under reamed (UR) pile to that of single-reamed pile is nearly
(a) 1.7
(b) 2
(c) 1.5
(d) 1.2
Answer (c)
(b) 2
(c) 1.5
(d) 1.2
Answer (c)
According to IS 2911 : part III 1973, the ratio of bearing resistance for double under-reamed pile is 1.5 for sandy and clayey soils including black cotton soils.
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QUESTION 11: According to IS specifications in any case depth of foundation is sand and clay should not be less than respectively
(a) 1000 mm and 1200 mm
(b) 600 mm and 800 mm
(c) 800 mm and 900 mm
(d) 900 mm and 1000 mm
Answer (d)
(b) 600 mm and 800 mm
(c) 800 mm and 900 mm
(d) 900 mm and 1000 mm
Answer (d)
According to I.S specifications, the minimum depth of building foundation on
Sandy soils - 0.8 to 1 m
Rocky soils - 0.05 m to 0.5 m
Clay soils - 0.9 to 1.6 m
Rocky soils - 0.05 m to 0.5 m
Clay soils - 0.9 to 1.6 m
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QUESTION 16: What is the depth should the needle in vicat apparatus penetrate into the cement paste in consistency test?
(a) 33-35 cm from bottom of the mould
(b) 33-35 mm from bottom of the mould
(c) 33-35 mm from top of the mould
(d) 33-35 cm from top of the mould
Answer (c)
(b) 33-35 mm from bottom of the mould
(c) 33-35 mm from top of the mould
(d) 33-35 cm from top of the mould
Answer (c)
Consistency test-Amount of water used to make paste of normally consistency.
It is about 30% generally. It is the percentage of water required for the cement paste, the viscosity of which will be such that Vicat's plunger penetrates up to 5 to 7 mm from bottom (33 to 35 mm from top) of the Vicat's mould.
It is about 30% generally. It is the percentage of water required for the cement paste, the viscosity of which will be such that Vicat's plunger penetrates up to 5 to 7 mm from bottom (33 to 35 mm from top) of the Vicat's mould.
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ALL THE REMAINING QUESTIONS OF BIHAR PSC AE CIVIL ENGINEERING EXAM 2022 ARE PRESENT IN THE PDF ALONG WITH SOLUTIONS AND THEIR EXPLANATIONS
DOWNLOAD LINK : BIHAR PUBLIC SERVICE COMMISSION ASSISTANT ENGINEER EXAM 2022 CIVIL ENGINEERING SOLVED PAPER WITH EXPLANATIONS PDF
PDF PASSWORD: StudyCivilEngg.com
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OTHER SUBJECTS
- SURVEYING - STUDY ONLINE
- BUILDING MATERIALS AND CONSTRUCTION - STUDY ONLINE
- FLUID MECHANICS - STUDY ONLINE
- SOIL MECHANICS - STUDY ONLINE
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