Question
a.
quick test
b.
drained test
c.
consolidated undrained test
d.
none of these.
Interact with the Community - Share Your Thoughts
Uncertain About the Answer? Seek Clarification Here.
Understand the Explanation? Include it Here.
Q. When drainage is permitted under initially applied normal stress only and full primarily consolidation is allowed to take place, the test is known as
Similar Questions
Explore Relevant Multiple Choice Questions (MCQs)
Q. The minimum water content at which the soil retains its liquid state and also possesses a small shearing strength against flowing, is known
View solution
Q. Back fill with a sloping surface exerts a total active pressure Pa on the wall of height H and acts at
View solution
Q. The ratio of the weight of given volume of soil solids to the weight of an equal volume of distilled water at the given temperature, is known
View solution
Q. The ultimate Settlement of a soil is directly proportional to:
View solution
Q. The seepage force in a soil, is
View solution
Q. A soil has bulk density 2.30 g/cm³ and water content 15 per cent, the dry density of the sample, is
View solution
Q. Minimum size of the particles of silt soil, is
View solution
Q. The maximum value of effective stress in the past divided by the present value, is defined as over consolidation ratio (OCR). The O.C.R. of an over consolidated clay is
View solution
Q. Under-reamed piles are generally
View solution
Q. Pick up the correct statement from the following:
View solution
Q. The clay soil mainly consists of
View solution
Q. The liquidity index is defined as a ratio expressed as percentage of
View solution
Q. The fluid generally used for grouting is
View solution
Q. A coarse-grained soil has a voids ratio 0.75, and specific gravity as 2.75. The critical gradient at which quick sand condition occurs, is
View solution
Q. According to Coulomb's wedge theory, the active earth pressure slides the wedge
View solution
Q. Degree of saturation of a natural soil deposit having water content 15%, specific gravity 2.50 and void ratio 0.5, is
View solution
Q. In a liquid limit test, the moisture content at 10 blows was 70% and that at 100 blows was 20%. The liquid limit of the soil, is
View solution
Q. The active earth pressure of a soil is proportional to (where φ is the angle of friction of the soil)
View solution
Q. The minimum water content at which the soil just begins to crumble when rolled into threads 3 mm in diameter, is known
View solution
Q. Pick up the correct statement from the following:
View solution
Recommended Subjects
Are you eager to expand your knowledge beyond Civil Engineering? We've handpicked a range of related categories that you might find intriguing.
Click on the categories below to discover a wealth of MCQs and enrich your understanding of various subjects. Happy exploring!
