A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
A study has been conducted to evaluate Case-Goble soil damping constants (Jc) used in the pile driving wave equation procedure for computing static bearing capacity. Open-end diesel hammers were used in the study. Static bearing capacities were calculated from dynamic measurements of strain and acceleration during pile driving on ten projects. Full-scale static load tests were performed to verify the static bearing capacities. A pile capacity failure criterion was defined. The results were used to develop a correlation between Jc and standard penetration test values measured for silts and sands at the pile tip.
A study has been conducted to evaluate Case-Goble soil damping constants (Jc) used in the pile driving wave equation procedure for computing static bearing capacity. Open-end diesel hammers were used in the study. Static bearing capacities were calculated from dynamic measurements of strain and acceleration during pile driving on ten projects. Full-scale static load tests were performed to verify the static bearing capacities. A pile capacity failure criterion was defined. The results were used to develop a correlation between Jc and standard penetration test values measured for silts and sands at the pile tip.
Wave Equation Analysis of Piles Installed with Diesel Hammers
D. Speer (author)
1988
158 pages
Report
No indication
English
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