a) | ||||||||
---|---|---|---|---|---|---|---|---|
1 | 15.9% | 8.4 | 1.2 | 7.2 | 0.63 | 30% | 0.12 | |
3 | 9.7% | 8.5 | 1.2 | 7.8 | 0.52 | 23% | 0.08 | |
2 | 7.7% | 8.5 | 1.2 | 7.9 | 0.49 | 19% | 0.06 | |
4 | 0.0% | 7.7 | 1.2 | 7.7 | 0.52 | 0% | 0.00 |
a) | ||
---|---|---|
(kPa) | (kPa) | (kPa) |
61.9 | 56.3 | 65.1 |
a) | ||||||
---|---|---|---|---|---|---|
θ | θ | α | ||||
0.0165 | 0.3014 | 1.670 | 0.598 | 1.703 | 8.0E-04 | 1 |
Moisture in the Analysis Sample | ISO 11722:1999 | 11.1 | Air Dried Basis |
Ash Content | ISO 1171:2010 (E) | 5.8 | As Received Basis |
Volatile Matter | ISO 562:2010 (E) | 37.4 | As Received Basis |
Fixed Carbon | By calculation | 42.3 | As Received Basis |
Carbon | ASTM D 5373-08 | 65.7 | Air Dried Basis |
Hydrogen | ASTM D 5373-08 | 4.4 | Air Dried Basis |
Nitrogen | ASTM D 5373-08 | 1.3 | Air Dried Basis |
Sulphur | ASTM D 4239-10 | 0.8 | Air Dried Basis |
Oxygen | By calculation | 10.7 | Air Dried Basis |
Indonesian Coal – virgin state | 0.60 | 8.0E-4 |
Indonesian Coal – after collapse | 1.23 | 1.0E-5 |
Silty Clayey Sand | 0.63 | 1.58E-6 |
Pervious Concrete – different mixtures | 3.07 | 2E-4 |
Sand | 10 | 3E-4 |
θ | θ | α | ||
---|---|---|---|---|
0.0165 | 0.3014 | 0.812 | 1.231 | 1.703 |
Gs* | |||||
17.70% | 2096 | 1781 | 0.895 | 0.2238 | 1.20 |
γ (kN/m3) | γd (kN/m3) | θ | |||
9.37 | 7.96 | 0.48 | 0.32 | 44.39% | 0.144 |
Gs* | |||||
16.73% | 2082 | 1781 | 0.895 | 0.2238 | 1.20 |
γ (kN/m3) | γd (kN/m3) | θ | |||
9.31 | 7.96 | 0.48 | 0.32 | 41.97% | 0.136 |
a) | |||||
---|---|---|---|---|---|
11.21% | 1984 | 1784 | 1.002 | 0.2505 | 1.20 |
γ (kN/m3) | γd (kN/m3) | θ | |||
7.92 | 7.12 | 0.65 | 0.39 | 20.61% | 0.081 |