Question
a.
Effective size and effective diameter
b.
Uniform diameter
c.
All of the mentioned
d.
None of the mentioned
Posted under Geotechnical Engineering
Interact with the Community - Share Your Thoughts
Uncertain About the Answer? Seek Clarification Here.
Understand the Explanation? Include it Here.
Q. For coarse grained soil, the particle size D10 is sometimes called as __________
Similar Questions
Explore Relevant Multiple Choice Questions (MCQs)
Q. The shape of particle size curve, which is represented by the coefficient of curvature (Cc) is given by __________
View solution
Q. The coefficient of uniformity (CV) is the ratio of _________
View solution
Q. The curve situated at the right side of the particle size distribution curve is _________
View solution
Q. What is the time of settlement of coarse particle of a soil sample, of diameter 0.5?
Take γ=0.905D2 and height of water tank as 5 m.
View solution
Q. A curve with a flat portion, in particle size distribution curve represent __________
View solution
Q. The D10 represents a size, such that _________ of the particles are finer than this size.
View solution
Q. The time of settlement of the finest particle of soil sample is 15hr 20min 49sec. Calculate the height of the water tank. Take D=0.01 mm, γ=0.905D2.
View solution
Q. The shape of the particle size curve is represented by _________
View solution
Q. A particle-size distribution curve gives us an idea about __________
View solution
Q. The property of a soil which allows it to be deformed rapidly, without rupture is _________
View solution
Q. The ratio of liquid limit, minus the natural water content to the plasticity index of the soil is __________
View solution
Q. The consistency (or) relative consistency (Ice) is given by the formula __________
View solution
Q. The shrinkage limit is represented by the term ___________
View solution
Q. The Swedish agriculturist who divided the entire range of consistency from liquid to solid states is __________
View solution
Q. Which of the following is not useful for engineer purpose, as proposed by Atterberg?
View solution
Q. According to Goldschmidt theory, the plasticity in soil is due to __________
View solution
Q. Clay does not become plastic, when mixed with ___________
View solution
Q. In consistency of soil, the limits are expressed in terms of__________
View solution
Q. Which of the following is not considered as one of the state, as divided by Atterberg?
View solution
Q. The grooving tool which is used for finding liquid limit is _________
View solution
Recommended Subjects
Are you eager to expand your knowledge beyond Geotechnical 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!