.. You collected soil samples from site investigation of a dam project. The particle size distribution data and Atterberg limits tests data on the passing No. 40 portion of the samples are listed as follows. Based on the test data, please determine AASHTO group classification and group index, as well as the USCS group symbol for soil samples, I, J, and L. Soil Sample Identification Liquid Limit Plastic Limit H 60 26 nonplastic 34 18 46 37 SAND GRAVEL FINES Fine Medium Coarse Fine Coarse 200 4 3" 100% 80% 60% H. 40% 20% 0% 0.100 1.000 10.000 100.000 0.001 0.010 Particle size (mm) Percentage finer by weight

.. You collected soil samples from site investigation of a dam project. The particle size distribution data and Atterberg limits tests data on the passing No. 40 portion of the samples are listed as follows. Based on the test data, please determine AASHTO group classification and group index, as well as the USCS group symbol for soil samples, I, J, and L. Soil Sample Identification Liquid Limit Plastic Limit H 60 26 nonplastic 34 18 46 37 SAND GRAVEL FINES Fine Medium Coarse Fine Coarse 200 4 3" 100% 80% 60% H. 40% 20% 0% 0.100 1.000 10.000 100.000 0.001 0.010 Particle size (mm) Percentage finer by weight

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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.. You collected soil samples from site investigation of a dam project. The particle
size distribution data and Atterberg limits tests data on the passing No. 40 portion
of the samples are listed as follows. Based on the test data, please determine
AASHTO group classification and group index, as well as the USCS group symbol
for soil samples, I, J, and L.
Liquid
Limit
Plastic
Soil Sample
Identification
Limit
H
60
26
nonplastic
34
46
37
18
SAND
GRAVEL
FINES
Fine
Medium
Coarse
Fine
Coarse
# 200
#4
3'
100%
80%
60%
H.
40%
20%
0%
0.010
1.000
10.000
100.000
0.001
0.100
Particle size (mm)
Percentage finer by weight

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