Page 7 - INSTRUMENTED PILE LOAD TEST ON SOFT GROUND
P. 7

Unit Shaft Friction, f  and End-Bearing, f /                                                                                                                                16
                                                                                                                                                b p
                                                                          s

       Calculated unit shaft friction, f  and end-bearing, f b/p                                                                        Field unit shaft friction, f  and end-bearing, f b/p
                                     s
                                                                                                                                                                s
                                                                                                                                        K  = Mobilised Skin Friction Factor
                                                                                                                                         s












                                                                                                                                         Vibrating Wire Strain Gauge
                                                                                                                                         (VWSG)


                                                                                                                                         P = ε (E A  + E A )
                                                                                                                                                        s s
                                                                                                                                                 c c
                                                                                                                                         f  = (0.25ED∆ε)/L
                                                                                                                                          s

                                                                                                                                         f  = P /A
                                                                                                                                               b
                                                                                                                                          b
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