Capacity estimation of piles using dynamic methods is considered in this paper. Commonly used dynamic methods in Sri Lanka, high strain dynamic load testing and pile driving equations are considered in detail. The accuracy of the CAPWAP method of capacity prediction was discussed considering the results of the available comparison studies. Considering the CAPWAP predicted capacities and the capacities estimated from the Case method, the applicability, of the commonly used Case damping factor of 0.5 was investigated. Furthermore, Case damping factors to be used in the field high strain dynamic load testing are also suggested. The capacities estimated from the CAPWAP analysis of the dynamic load test data and the measured set of the pile duri...
In Malaysia, piling activities are very active due to the numerous development projects that are on-...
Accuracy of predicting pile capacities by pile driving formulas have been investigated. Five test pi...
PDFTech ReportFHWA/LA-89/234LA HPR Study No. 88-3GT (B)Pile drivingEvaluationBearing capacityTesting...
The foundation is the most important part of any type of structure. Pile foundations are used to tra...
Low strain pile integrity testing has been available over several decades. It is the widely used met...
Testing of piles using high strain dynamic load testing using Pile Driving Analyzer (PDA) has become...
Pile Dynamic Formulas are the oldest and frequently used method to determine bearing capacity of pil...
PDFTech ReportME 14-01 Phase 2Piles (Supports)Resistance (Mechanics)Correlation analysisMathematical...
The pile load testing methods could be broadly classified into three categories: static, rapid and d...
None of numerous previous methods for predicting pile capacity is known how accurate any of them are...
In the present case study, High Strain Dynamic Testing of piles is conducted at 3 different location...
Due to variation in soil layers, it is not easy for engineer to be assured that theoretical design o...
The current pile capacity calculation methods suggested by the Federal Highway Administration (FHWA)...
Pile testing is undertaken to confirm that a pile has sufficient geotechnical strength, as per the d...
Current assessment of foundation pile bearing capacity during driving may considerably improve opera...
In Malaysia, piling activities are very active due to the numerous development projects that are on-...
Accuracy of predicting pile capacities by pile driving formulas have been investigated. Five test pi...
PDFTech ReportFHWA/LA-89/234LA HPR Study No. 88-3GT (B)Pile drivingEvaluationBearing capacityTesting...
The foundation is the most important part of any type of structure. Pile foundations are used to tra...
Low strain pile integrity testing has been available over several decades. It is the widely used met...
Testing of piles using high strain dynamic load testing using Pile Driving Analyzer (PDA) has become...
Pile Dynamic Formulas are the oldest and frequently used method to determine bearing capacity of pil...
PDFTech ReportME 14-01 Phase 2Piles (Supports)Resistance (Mechanics)Correlation analysisMathematical...
The pile load testing methods could be broadly classified into three categories: static, rapid and d...
None of numerous previous methods for predicting pile capacity is known how accurate any of them are...
In the present case study, High Strain Dynamic Testing of piles is conducted at 3 different location...
Due to variation in soil layers, it is not easy for engineer to be assured that theoretical design o...
The current pile capacity calculation methods suggested by the Federal Highway Administration (FHWA)...
Pile testing is undertaken to confirm that a pile has sufficient geotechnical strength, as per the d...
Current assessment of foundation pile bearing capacity during driving may considerably improve opera...
In Malaysia, piling activities are very active due to the numerous development projects that are on-...
Accuracy of predicting pile capacities by pile driving formulas have been investigated. Five test pi...
PDFTech ReportFHWA/LA-89/234LA HPR Study No. 88-3GT (B)Pile drivingEvaluationBearing capacityTesting...