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