2. The data in Figure 1 and Table 1 will be used in the following problems μοιο μακα και ναι και αυτι anali uiyulianali μανα ντυσίαμα μου αραια και με με 100 % Retained 8 80 8 40 20 Ο 100 10 1 B 0.1 Diameter (mm) 0.01 0.001 0.0001

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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2. The data in Figure 1 and Table 1 will be used in the following problems
vala paua Gamival i van lauti i anani vigumanai pava veverapa permasalanan un va
100
LL
PL
% Retained
80
60
40
20
0
100
LAND A
Water Content: 20%
Pore number (e): 0.95
A
10
1
B
0.1
Diameter (mm)
Figure 1. Grain Size Distribution
Table 1. Soil Properties
LAND B
59%
24%
44%
0.87
0.01
0.001
D. For saturated soil conditions, what are the specific gravity values of soil A and B?
E. Is it possible for a soil type to have a moisture content of more than 100%?
0.0001
Transcribed Image Text:2. The data in Figure 1 and Table 1 will be used in the following problems vala paua Gamival i van lauti i anani vigumanai pava veverapa permasalanan un va 100 LL PL % Retained 80 60 40 20 0 100 LAND A Water Content: 20% Pore number (e): 0.95 A 10 1 B 0.1 Diameter (mm) Figure 1. Grain Size Distribution Table 1. Soil Properties LAND B 59% 24% 44% 0.87 0.01 0.001 D. For saturated soil conditions, what are the specific gravity values of soil A and B? E. Is it possible for a soil type to have a moisture content of more than 100%? 0.0001
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