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REPORT ON HIGH-STRAIN DYNAMIC TESTING OF REINFORCED CONCRETE BORED PILE
|Pile ID: | |
| | |
Client:
Consultant:
Contractor:
Specialist Sub-contractor:
ICON ENGINEERING SERVICES
49/1A, Level-3, Purana Paltan Line, Dhaka-1000, Bangladesh
Tel: 933 67 64, 831 97 10. Fax: 933 67 64
E-mail: info@iconengg.com
CONTENTS
1. INTRODUCTION
2. PILE DRIVING DETAILS
3. TEST EQUIPMENT
4. PDA FIELD TESTING AND RESULTS
5. CAPWAP ANALYSIS
6. SUMMARY OF PDA INFORMATION
7. DISCUSSION OF RESULTS
APPENDICES
|APPENDIX A : |CAPWAP ANALYSIS OF XX, BLOW#X |
| | |
| | |
| | |
| | |
1. INTRODUCTION
Icon Engineering Services was engaged by the contractor to conduct high-strain dynamic test on RC bored pile for the construction of above project.
The aim of the test was to evaluate pile static capacity; and to measure settlement under the applied load. This report presents the results of dynamic pile testing and analysis using the Pile Driving Analyzer, PDA, in accordance with ASTM D4945-00.
2. PILE DETAILS
|Pile ID: | |
| | |
Client:
Consultant:
Contractor:
Specialist Sub-contractor:
ICON ENGINEERING SERVICES
49/1A, Level-3, Purana Paltan Line, Dhaka-1000, Bangladesh
Tel: 933 67 64, 831 97 10. Fax: 933 67 64
E-mail: info@iconengg.com
CONTENTS
1. INTRODUCTION
2. PILE DRIVING DETAILS
3. TEST EQUIPMENT
4. PDA FIELD TESTING AND RESULTS
5. CAPWAP ANALYSIS
6. SUMMARY OF PDA INFORMATION
7. DISCUSSION OF RESULTS
APPENDICES
|APPENDIX A : |CAPWAP ANALYSIS OF XX, BLOW#X |
| | |
| | |
| | |
| | |
1. INTRODUCTION
Icon Engineering Services was engaged by the contractor to conduct high-strain dynamic test on RC bored pile for the construction of above project.
The aim of the test was to evaluate pile static capacity; and to measure settlement under the applied load. This report presents the results of dynamic pile testing and analysis using the Pile Driving Analyzer, PDA, in accordance with ASTM D4945-00.
2. PILE DETAILS