Prediction, Performance, and Uncertainty in Dynamic Pile Load Testing as Informed by Direct Measurements from an Instrumented Becker Penetration Test-Reference-Cited by-同舟云学术

Prediction, Performance, and Uncertainty in Dynamic Pile Load Testing as Informed by Direct Measurements from an Instrumented Becker Penetration Test

Published:2020-08 Issue:8 Volume:146 Page:04020067
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Kuei K. C.¹,DeJong J. T.²^ORCID,Ghafghazi M.³

Affiliation:

1. Graduate Student, Dept. of Civil and Environmental Engineering, Univ. of California at Davis, One Shields Ave., Davis, CA 95616.

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of California at Davis, One Shields Ave., Davis, CA 95616 (corresponding author). ORCID: .

3. Assistant Professor, Dept. of Civil and Mineral Engineering, Univ. of Toronto, 35 St. George St., Toronto, ON, Canada M5S 1A4.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0002290

Reference26 articles.

1. Alvarez C. B. Zuckerman and J. Lemke. 2006. “Dynamic pile analysis using CAPWAP and multiple sensors.” In Proc. GeoCongress 2006: Geotechnical Engineering in the Information Technology Age. Reston VA: ASCE.

2. Instrumented Becker Penetration Test. I: Equipment, Operation, and Performance

3. Fellenius B. H. 1988. “Variation of CAPWAP results as a function of the operator.” In Proc. 3rd Int. Conf. on the Application of Stress-Wave Theory to Piles 814–825. Vancouver BC: BiTech Publishers.

4. Instrumented Becker Penetration Test. II: iBPT-SPT Correlation for Characterization and Liquefaction Assessment of Gravelly Soils

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