% Finer• Particle size analyses were carried out on two soils-Soil A and Soil B-and the particle sizedistribution curves are shown in Figure10090807060504030Clay201000.001+Silt0.01Soil ASandSoil B0.11Particle size (mm) - log scaleGravel10SoilALL26 (oven-dried; assume samefor not dried)B Nonplastic1. Which of the two soils, in your opinion, is a better material for the core of a rolled earth dam?PL18

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% Finer • Particle size analyses were carried out on two soils-Soil A and Soil B-and the particle size distribution curves are shown in Figure Clay 1- 100 90 80 70 60 50 40 30 20 10 0 0.001 Silt Soil A Sand Soil B 0.01 0.1 1 Particle size (mm) - log scale Gravel 10 Soil A B LL 26 (oven-dried; assume same for not dried) Nonplastic 1. Which of the two soils, in your opinion, is a better material for the core of a rolled earth dam? PL 18

% Finer • Particle size analyses were carried out on two soils-Soil A and Soil B-and the particle size distribution curves are shown in Figure Clay 1- 100 90 80 70 60 50 40 30 20 10 0 0.001 Silt Soil A Sand Soil B 0.01 0.1 1 Particle size (mm) - log scale Gravel 10 Soil A B LL 26 (oven-dried; assume same for not dried) Nonplastic 1. Which of the two soils, in your opinion, is a better material for the core of a rolled earth dam? PL 18

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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