Interpretation of bi-directional pile load Tests using instrumented gauge data-Reference-Cited by-同舟云学术

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Interpretation of bi-directional pile load Tests using instrumented gauge data

Published:2023-11-08 Issue:1 Volume:47 Page:96-107
ISSN:0253-3839
Container-title:Journal of the Chinese Institute of Engineers
language:en
Short-container-title:Journal of the Chinese Institute of Engineers

Author:

Lin San-Shyan¹^ORCID,Su Chih-Yu¹,Chiang Chen En²,Wang Chwen-Huan³

Affiliation:

1. Dept of Harbor and River Eng, National Taiwan Ocean University, Keelung, Taiwan

2. Geotechnical Engineering section, Manager Sinotech Engineering Consultants, Taipei, Taiwan

3. Dept of Civil Engineering, Chung-Yuan Christian University, Chung-Li, Taiwan

Funder

National Science and Technology Council

Publisher

Informa UK Limited

Subject

General Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/02533839.2023.2274082

Reference21 articles.

1. Bi-Directional Static Load Tests of Pile Models

2. Determination of Loading Capacities for Bi-directional Pile Load Tests Based on Actual Load Test Results

3. Application of bi-directional static loading test to deep foundations

4. England, M. 2003. “Bi-Directional Static Load Test – State of the Art.” In Proceedings of the 4th International Symposium on Deep Foundation on Bored and Auger Piles, Ghent, Belgium, June 2–4, 2003, 309–313. Amsterdam: IOS Press.

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