Towards an Advanced New Emerging Method of Determination of Mohr–Coulomb Parameters of Soils from at the Oedometric Test: Case Study-Lateritic Soils of Cameroon
Table 6
Engineering properties of nine soils application.
Soil body
Particles size distribution: NF P 94-056 and NF P 94-057
Specific gravity NF P 94-054
Void ratio
Natural water content: NF P 94-050
Atterberg limits NF P 94-051
Triaxial test (CID) NF P 94-074
oedometric test: NF P 94 -090-1 and NF P 94 -091
Soil classification
HRB (AASHTO) American Association of State Highway of Transportation Officials M320
GTR NF P 11 300
<2 mm (%)
<80 μm (%)
<2 μm (%)
Gs (g/cm3)
e
(%)
LL (%)
PL (%)
PI (%)
C′ (kPa)
φ′ (°)
e0
(kPa)
Cc
A1
85
58
40
26.9
0.57
23.1
68
35
33
38
26.7
0.625
125
0.104
0.0053
A-2-7 (15)
A3
A2
91.2
49
39.7
26.5
0.6
26.7
64
34
30
45
29.2
0.65
100
0.064
0.0048
A-7-5 (17)
A3
A3
95
56
56
26.1
0.51
20.9
61
36
25
142
15.1
0.55
110
0.144
0.005
A-7-5 (18)
A2
A4
47.6
34
21
26.5
0.5
25
66
35
31
29
31.2
0.625
125
0.19
0.0073
A-2-7
B6
A5
77.1
64
39.2
27
0.7
29
53
28
25
44
27.2
0.625
91
0.053
0.0053
A-7-5 (14)
A2
A6
90.7
63
38.5
26.9
0.68
27
62
32
30
77
23.7
0.722
87.5
0.056
0.0096
A-7-5 (17)
A3
A7
80.2
63
38.7
28
0.71
30.1
65
35
30
36
30.9
0.695
32.5
0.079
0.0102
A-7-5 (17)
A3
A8
37.2
33
22.2
28.5
0.37
17.7
65
30
35
28
32
0.328
67.5
0.185
0.0063
A-2-7 (4)
B6
A9
54.5
32
19.8
28.3
0.41
23.3
58
27
31
72
28.8
0.365
99
0.086
0.0059
A-2-7 (4)
B6
G s: gravity specific, e: air void ratio index, LL = : liquid limit, PL: plasticity limit, PI: plasticity index, Cc: compression index, : recompression index, c: cohesion, φ: friction angle, (%): natural water content in %, AASHTO: American Association of State Highway and Transportation Officials, GTR: French guide road earthworks.
