Table 5 Amount of settlement at different pressure loads.
From: Foundation integrity assessment of failed buildings in Ehamufu and Aguamede, South East Nigeria
Pressure (kN/m2 | AG 01 | AG 02 | AG 03 | AG 04 | AG 05 | EH 01 | EH 02 | EH 03 | EH 04 | EH 05 |
|---|---|---|---|---|---|---|---|---|---|---|
6 | 0.897563 | 0.981609 | 0.874152 | 0.869111 | 0.898168 | 1.1013297 | 0.995275 | 1.009769 | 0.965943 | 0.912881 |
12 | 0.863127 | 0.928571 | 0.842319 | 0.832954 | 0.836869 | 0.990289 | 0.923436 | 0.944346 | 0.901257 | 0.868385 |
25 | 0.834502 | 0.889672 | 0.811623 | 0.8042 | 0.794497 | 0.930078 | 0.869349 | 0.901658 | 0.847651 | 0.825347 |
50 | 0.78259 | 0.847902 | 0.776051 | 0.758641 | 0.743704 | 0.872359 | 0.823379 | 0.835215 | 0.793391 | 0.774385 |
100 | 0.686106 | 0.750497 | 0.680116 | 0.660396 | 0.649061 | 0.754763 | 0.715507 | 0.738736 | 0.685998 | 0.680574 |
200 | 0.648213 | 0.709875 | 0.632666 | 0.61583 | 0.607279 | 0.694161 | 0.654671 | 0.696524 | 0.632941 | 0.647961 |
400 | 0.605019 | 0.653751 | 0.582479 | 0.581228 | 0.55322 | 0.630115 | 0.606726 | 0.639861 | 0.577566 | 0.61337 |