Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
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 (Autor:in)
1988
158 pages
Report
Keine Angabe
Englisch
Determining the resistance of tubular piles driven in by diesel pile hammers
| Online Contents | 1965
Engineering Index Backfile | 1948
Prediction of installation of sheet piles using vibratory hammers
| British Library Conference Proceedings | 1994