Single- and two-factor linear regression models of the plastic limit (wP) and liquid limit (wLC) relationship versus the organic matter content (Iom) and/or calcium carbonate content (CaCO3) relationship for Eemian gyttja.
Laboratory test results of the index properties of Eemian gyttja.
Test no.
Soil type
Water content wn (%)
Plastic Limit wp (%)
Liquid limit wL(%)
Calcium carbonate content CaCO3 (%)
Organic matter content Iom (%)
Casagrande wLC
Cone 60° wL60
Cone 30° wL30
1
Gyttja (3)
62.3
50.9
81.0
76.7
81.5
29.6
7.44
2
67.8
62.4
88.0
86.4
87.2
31.7
9.41
3
61.3
60.7
80.9
75.1
78.1
34.9
7.69
4
58.5
56.6
82.3
81.5
85.5
37.9
7.92
5
Gyttja (6)
74.4
68.0
104.5
101.5
105.5
31.1
12.0
6
Gyttja (5)
102.1
119.2
150.4
148.5
163.6
54.7
17.8
7
98.7
122.2
136.1
135.5
137.5
60.9
18.6
8
98.9
100.8
140.0
137.1
143.6
63.8
18.1
9
110.1
116.8
156.2
156.8
159.0
66.7
18.4
10
115.6
130.7
152.5
154.8
160.1
70.4
23.3
11
87.1
130.9
159.2
166.1
171.0
77.7
20.6
12
100.3
125.9
155.2
159.5
162.0
74.0
20.2
13
97.7
97.7
121.3
125.4
130.6
65.4
20.7
14
118.5
110.5
164.5
171.6
173.8
73.6
23.8
15
Marl (4)
90.6
114.3
139.1
131.6
140.1
81.0
18.1
16
79.9
110.1
131.0
130.8
133.4
82.1
16.2
Linear and power regression models of relationships between the liquid limit wL determined by Casagrande method and fall cone methods for Eemian gyttja.
Equations (no.)
R2 (−)
n (−)
SEE
Max. RE (%)
W_{L60} = - 10.39 + 1.08\,W_{LC}
0.989
16
3.62
±5
{\rm{or}}\,W_{L60} = 3.07\,W_{LC}^{1.08}
W_{L30} = - 8.93 + 1.10\,W_{LC}
0.990
16
3.58
±7
{\rm{or}}\,W_{L30} = 1.32\,W_{LC}^{1.10}
W_{L_{60} } = 1.07 + 0.97\,W_{L30}
0.990
16
3.41
±5
Relationships between the fall cone liquid limit and the Casagrande liquid limit for cohesive soils in the literature.