The Grain size analyses results are given in Figure 1 for Soils A and B. Answer the following questions: i) The uniformity coefficient, C. (=D60/D10) for Soil A is. ii) Soil B is classified as...... ...... grained soil. iii) If liquid limit (LL) and plastic limit (PL) values of Soil A are given as 65 % and 35%, then the soil is classified as ........... by using plasticity chart provided below.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The Grain size analyses results are given in Figure 1 for Soils A and B. Answer the following questions:
i) The uniformity coefficient, Cu (= D60/D10) for Soil A is......
ii) Soil B is classified as.....
...... grained soil.
iii) If liquid limit (LL) and plastic limit (PL) values of Soil A are given as 65 % and 35%, then the soil is
classified as ............... by using plasticity chart provided below.
Transcribed Image Text:The Grain size analyses results are given in Figure 1 for Soils A and B. Answer the following questions: i) The uniformity coefficient, Cu (= D60/D10) for Soil A is...... ii) Soil B is classified as..... ...... grained soil. iii) If liquid limit (LL) and plastic limit (PL) values of Soil A are given as 65 % and 35%, then the soil is classified as ............... by using plasticity chart provided below.
PLASTICITY INDEX (PI)
Percentage Smaller
50+
100
90
80
70
60
50
40
30
20
10
0
0,001
For clessification of fine-grained soils
and fine-grained fraction of course grond
soils
CREM
Equation of A-line
Horizontal et P1-4 to LL-25.5
then PI-0.73 (LL-201
Equation of -line
Vertical et LL-16 to PI-7
then PI-0.9 (LL-8)
19
0,01
10
16 20
0,1
Particle Size (mm)
Figure 1.Grain Size Distribution
30
XOL
CLO
Soil A
VOLINE
CH OH
MLO OL
Soil B
XXLINE
MH OR OH
40
50
LIQUID LIMIT (LL)
FIG. 4Plasticity Chart
Figure 2. Plasticity Chart
10
Transcribed Image Text:PLASTICITY INDEX (PI) Percentage Smaller 50+ 100 90 80 70 60 50 40 30 20 10 0 0,001 For clessification of fine-grained soils and fine-grained fraction of course grond soils CREM Equation of A-line Horizontal et P1-4 to LL-25.5 then PI-0.73 (LL-201 Equation of -line Vertical et LL-16 to PI-7 then PI-0.9 (LL-8) 19 0,01 10 16 20 0,1 Particle Size (mm) Figure 1.Grain Size Distribution 30 XOL CLO Soil A VOLINE CH OH MLO OL Soil B XXLINE MH OR OH 40 50 LIQUID LIMIT (LL) FIG. 4Plasticity Chart Figure 2. Plasticity Chart 10
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