Interpretation of Site-Specific Reliability Index for Piles Using Multiple Bidirectional Tests-Reference-Cited by-同舟云学术

Interpretation of Site-Specific Reliability Index for Piles Using Multiple Bidirectional Tests

Published:2022-11-14 Issue:2 Volume:51 Page:20220338
ISSN:0090-3973
Container-title:Journal of Testing and Evaluation
language:en
Short-container-title:J. Test. Eval.

Author:

Wu Xing Zheng¹,Chen Yu¹,Fang Ke Zhao²

Affiliation:

1. College of Civil Engineering and Architecture, Hebei University, 2666 East Qiyi Rd., Baoding, Hebei 071002, China, https://orcid.org/0000-0003-3072-2592 (X.Z.W.)

2. State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, No. 2 Lionggong Rd., Dalian, Liaoning 116024, China (Corresponding author), e-mail: kfang@dlut.edu.cn, https://orcid.org/0000-0003-4013-4997

Publisher

ASTM International

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

Reference33 articles.

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2. J. O. Osterberg, “The Osterberg Load Test Method for Bored and Driven Piles—The First Ten Years” (paper presentation, Seventh International Conference an Exhibit on Piling and Deep Foundations, Vienna, Austria, June 15–17, 1998).

3. Application of Static Loading Tests to Steel Pipe Piles with Large Diameters in Chinese Offshore Wind Farms;Li;Ocean Engineering,2019

4. Static Testing of Pile-Base Post-grouting Piles of the Suramadu Bridge;Dai;Geotechnical Testing Journal,2011

5. Probabilistic Analysis of Site-Specific Load Displacement Behaviour of Cement-Fly Ash-Gravel Piles;Wu;Soils and Foundations,2019

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