Civil Engineering Reference
In-Depth Information
Figure 10.22
Normalized peak states of a soil - Example 10.2.
Table 10.3
Peak states and dilation of a soil - Example 10.3
τ
p
(kPa)
σ
p
(kPa)
t
/s
Sample
e
p
e
λ
S
v
φ
+
ψψ
A
138
300
1.03
0.46
24.7
−
0.3
2.17
0.00
B
264
540
0.89
0.49
26.1
1.1
2.15
0.02
C
123
240
1.03
0.51
27.1
2.1
2.12
0.05
D
228
420
0.89
0.54
28.5
3.5
2.10
0.07
E
108
180
1.03
0.60
31.0
6.0
2.07
0.10
F
198
300
0.89
0.66
33.4
8.4
2.03
0.14
G
93
120
1.03
0.78
37.8
12.8
1.99
0.18
H
156
180
0.89
0.87
40.9
15.9
1.93
0.24
J
63
60
1.03
1.05
46.4
21.4
1.85
0.32
K
84
60
0.89
1.40
54.5
29.5
1.71
0.46
L
30
15
1.03
2.00
63.5
38.5
1.57
0.60
Figure 10.23
Peak states of a soil related to state parameter - Example 10.3.
