case 1 (1% Cement) | case 2 (2% Cement) | case 3 (4% Cement) | |||||||
q | Max. stress | Max. strain | Max. displacement | Max. stress | Max. strain | Max. displacement | Max. stress | Max. strain | Max. displacement |
(kPa) | (kPa) | (mm) | (kPa) | (mm) | (kPa) | (mm) | |||
1000 | 238.76 | 0.0034487 | 8.52 | 235.57 | 0.0034027 | 8.48 | 235.32 | 0.003399 | 8.46 |
1500 | 372.34 | 0.0053782 | 12.97 | 361.82 | 0.0052264 | 12.84 | 351.28 | 0.005074 | 12.69 |
2000 | 511.43 | 0.0073873 | 17.53 | 497.73 | 0.0071895 | 17.31 | 467.06 | 0.0067464 | 16.92 |
25000 | 657.22 | 0.0094932 | 22.18 | 635.92 | 0.0091856 | 21.85 | 588.72 | 0.0085037 | 21.20 |