Table 8 Effects of additive type, curing period, and confining pressure on the coefficient of consolidation, cv of the expansive soil.
Additive type | Confining pressures | Coefficient of consolidation, cv with respect to different curing days | |||
|---|---|---|---|---|---|
1 Day | 7 Days | 14 Days | 30 Days | ||
ECS | 100 | 271.53 | 271.53 | 271.53 | 271.53 |
200 | 292.14 | 292.14 | 292.14 | 292.14 | |
400 | 318.67 | 318.67 | 318.67 | 318.67 | |
ECS3L | 100 | 276.74 | 282.21 | 292.84 | 308.03 |
200 | 297.35 | 302.82 | 313.45 | 328.64 | |
400 | 323.88 | 329.35 | 339.98 | 355.17 | |
ECS6L | 100 | 287.1 | 292.57 | 303.2 | 318.39 |
200 | 307.71 | 313.18 | 323.81 | 339 | |
400 | 334.24 | 339.71 | 350.34 | 365.53 | |
ECS9L | 100 | 302.21 | 307.68 | 318.31 | 333.5 |
200 | 322.82 | 328.29 | 338.92 | 354.11 | |
400 | 349.35 | 354.82 | 365.45 | 380.64 | |
ECS9L3SF | 100 | 391.06 | 396.53 | 407.16 | 422.35 |
200 | 411.67 | 417.14 | 427.77 | 442.96 | |
400 | 438.2 | 443.67 | 454.3 | 469.49 | |
ECS9L6SF | 100 | 406.45 | 411.92 | 422.55 | 437.74 |
200 | 427.06 | 432.53 | 443.16 | 458.35 | |
400 | 453.59 | 459.06 | 469.69 | 484.88 | |
ECS9L9SF | 100 | 422.11 | 427.58 | 438.21 | 453.4 |
200 | 442.72 | 448.19 | 458.82 | 474.01 | |
400 | 469.25 | 474.72 | 485.35 | 500.54 | |
