Given that coefficient of curvature = 1.4, D30 = 3 mm, D₁0 = 0.6 mm. 10 Based on this information of particle size distribution for use as subgrade, this soil will be taken to be (a) uniformly-graded sand (b) well-graded sand (c) very fine sand (d) poorly-graded sand
Given that coefficient of curvature = 1.4, D30 = 3 mm, D₁0 = 0.6 mm. 10 Based on this information of particle size distribution for use as subgrade, this soil will be taken to be (a) uniformly-graded sand (b) well-graded sand (c) very fine sand (d) poorly-graded sand
Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter2: Geotechnical Properties Of Soil
Section: Chapter Questions
Problem 2.6P: In AASHTO, which group are the following soil likely to fail into? a. A well-graded gravel with...
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Transcribed Image Text:Given that coefficient of curvature = 1.4,
D30 = 3 mm, D₁0 = 0.6 mm.
10
Based on this information of particle size
distribution for use as subgrade, this soil will be
taken to be
(a) uniformly-graded sand
(b) well-graded sand
(c) very fine sand
(d) poorly-graded sand
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