Shock and Vibration / 2016 / Article / Tab 1

Research Article

Bearing Capacity Estimation of Bridge Piles Using the Impulse Transient Response Method

Table 1

Classification of the pile quality.

ClassPile concreteNeckingSegregationOther defects

ALoose and poorHigh
BFineMiddleHigh
CFineLowLowBad joint with pile cap
DFineHigh
EGoodMiddleLow toe debris
FGoodLow
GGoodToe debris
HGood
IGoodPartly surface pore