Reference

Papers, Lectures and other Qualifications

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Frequency of Observed Anomalies in Drilled Piles Integrity Tested by Thermal Methods
IFCEE, Dallas, TX; 2024 - Robinson, B.
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Load Testing Drilled Displacement Piles in Difficult Conditions: Jane Hotel Project in Manhattan New York
48th Annual MET Geotechnical Seminar, New York; 2024 - Santulli, G. Ryberg, A.
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Axial and Lateral Load Test Performance of Steel Fin Piles
DFI Journal Volume 17, Issue 2; November 2023 - Hubler, J. LaRegina, A. Iezzoni, H. McInnes, S. Ryberg, A.
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Drilled Shaft Base Quality Reductions Identified with Thermal Integrity Profiling
DFI 48th Annual Conference; 2023 - Coleman, T. Belardo, D.
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Converting Strain to Internal Force in Instrumented Static Load Tests on Cast-In-Place Grouted Piles
DFI 48th Annual Conference; 2023 - Robertson, S. Komurka, V.
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Load Testing for Acceptance of Shafts with Questionable Integrity – Case Studies
DFI 48th Annual Conference; 2023 - White, B. Slomski, S. Klausing, B.
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Pile Load Displacement Prediction by Using Non-linear Load Transfer Curves
Proceeding of the 21st Southeastern Asian Geotechnical Conference and 4th AGSSEA Conference; 2023 - Oh, Y.P. Ooi, P.H. Sinnreich, J. Lee, Y.K. Oscar, H.H.W. Wong, K.W.
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Determination of Internal Force Distribution Using the Incremental Rigidity Method on Instrumented Static Load Tests in India
DFI India; 2023 - Ambaliya, S. Kulkarni, S. Robertson, S.
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Assessment of Pile Verticality and Pile Profile Using SHAPE (Shaft Area Profile Evaluator)
DFI India; 2023 - Robinson, B. Vaidya, R. Kulkarni, S.
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Adjacent Top-Loaded Bi-Directional Test and Conventional Bi-Directional Load Test Results – Site II
DFI Annual; 2022 - Hannigan, P. Robertson, S. Moghaddam, R.
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Quantitatively Assessing the Geometry and Base Conditions of Drilled Shaft Excavations
the 11th International Stress Wave Conference, The Netherlands; 2022 - White, B. Morgano, M. Phetteplace, B.
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Advantages in Using Thermal Integrity Profiling
the 11th International Stress Wave, Rotterdam, The Netherlands; 2022 - Piscsalko, G. Ellis, M.
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