Refined Prediction of End Bearing through Multi-Level High Strain Dynamic Measurements

Author:

Allin Ryan C.111,Rausche Frank111,Robinson Brent R.111

Affiliation:

1. Pile Dynamics, Inc., Cleveland, OH.

Publisher

American Society of Civil Engineers

Reference7 articles.

1. ASTM D4945-17; http://www.astm.org/cgi-bin/resolver.cgi?D4945-17.

2. Hery P. (1983) Residual Stress Analysis in WEAP Master’s Thesis Department of Civil Environmental and Architectural Engineering University of Colorado.

3. Holloway, D. M., Clough, G. W., and Vesic, A. S. (1978), The Effect of Residual Driving Stresses on Pile Performance Under Axial Loads, OTC 3306.

4. Komurka V. E. and Robertson S. (2020). Results and Lessons Learned from Converting Strain to Internal Force in Instrumented Static Loading Tests U sing the Incremental Rigidity Method. ASCE GeoCongress 2020 Minneapolis MN Submitted.

5. Likins G. and Rausche F. (2004) Correlation of CAPWAP with Static Load Tests Proceedings of the Seventh International Conference on the Application of Stresswave Theory to Piles Selangor Malaysia pp 153-165.

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