Load-Testing Program to Evaluate Pile-Setup Behavior for Individual Soil Layers and Correlation of Setup with Soil Properties-Reference-Cited by-同舟云学术

Load-Testing Program to Evaluate Pile-Setup Behavior for Individual Soil Layers and Correlation of Setup with Soil Properties

Published:2017-04 Issue:4 Volume:143 Page:04016109
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Haque Md. Nafiul¹,Abu-Farsakh Murad Y.²,Tsai Ching³,Zhang Zhongjie⁴

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Louisiana State Univ., Baton Rouge, LA 70803.

2. Research Professor, Louisiana Transportation Research Center, Louisiana State Univ., Baton Rouge, LA 70808 (corresponding author).

3. Engineer 6 DCL, Louisiana Dept. of Transportation and Development, Baton Rouge, LA 70804.

4. Geotechnical and Pavement Administrator, Louisiana Transportation Research Center, Baton Rouge, LA 70808.

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.1943-5606.0001617

Reference46 articles.

1. Abu-Farsakh M. (2004). “Evaluation of consolidation characteristics of cohesive soils from piezocone penetration test.” LTRC Project No. 00-3GT Louisiana Transportation Research Center Baton Rouge LA.

2. Abu-Farsakh M. Y. Haque Md. N. and Chen Q. (2016). “Field instrumentation and testing to study set-up phenomenon of piles driven into Louisiana clayey soils.” Rep. No. FHWA/LA.15/562 Louisiana Transportation Research Center Baton Rouge LA.

3. Evaluating pile installation and subsequent thixotropic and consolidation effects on setup by numerical simulation for full-scale pile load tests

4. ASTM. (2013). “Standard test methods for deep foundations under static axial compressive load.” ASTM D1143/D1143M-07 West Conshohocken PA.

5. Axelsson G. (1998). “Long-term setup of driven piles in sand.” Ph.D. dissertation Royal Institute of Technology Stockholm Sweden.

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