4. Existing Interpreted Capacity Methods¶

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4.1. Description of Interpreted Capacity Methods¶

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4.1.1. Methods Based on Pile Properties and Shape of the Load Settlement Curve¶

4.1.1.1. Davisson (1972)¶

4.1.1.2. Davisson (AASHTO, Briaud)¶

4.1.1.3. 5% Diameter¶

4.1.1.4. 10% Diameter¶

4.1.1.5. NYC Building Code Criterion¶

4.1.2. Methods Based Only on the Shape of the Load Settlement Curve¶

4.1.2.1. Hansen 80%¶

4.1.2.2. Hansen 90%¶

4.1.2.3. Chin-Kondner¶

4.1.2.4. Decourt¶

4.1.2.5. De Beer¶

4.1.2.6. Maximum Curvature (Vesic)¶

4.1.2.7. Butler-Hoy¶

4.1.2.8. Fuller-Hoy¶

4.1.2.9. Van Der Veen¶

4.2. Evaluation of Interpreted Capacity Methods¶

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4.2.1. For Standard Width Piles¶

4.2.2. For Large Diameter Open Ended Piles (LDOEP)¶