Interpretation of Dynamic Pile Load Testing for Open-Ended Tubular Piles Using Finite-Element Method-Reference-Cited by-同舟云学术

Interpretation of Dynamic Pile Load Testing for Open-Ended Tubular Piles Using Finite-Element Method

Published:2020-02 Issue:2 Volume:20 Page:04019169
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Aghayarzadeh Mehdi¹,Khabbaz Hadi²,Fatahi Behzad³^ORCID,Terzaghi Sergei⁴

Affiliation:

1. Ph.D. Candidate of Geotechnical Engineering, School of Civil and Environmental Engineering, Univ. of Technology Sydney, Sydney, NSW 2007, Australia.

2. Associate Professor of Geotechnical Engineering, School of Civil and Environmental Engineering, Univ. of Technology Sydney, Sydney, NSW 2007, Australia.

3. Associate Professor of Geotechnical Engineering, School of Civil and Environmental Engineering, Faculty of Engineering and Information Technology, Univ. of Technology Sydney, City Campus P.O. Box 123 Broadway, Sydney, NSW 2007, Australia (corresponding author). ORCID: .

4. Principal, ARUP, 900 Wilshire Blvd., Los Angeles, CA 90017.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001564

Reference45 articles.

1. Authier J. and B. H. Fellenius. 1980. “Quake values determined from dynamic measurements.” In Proc. 1st Int. Conf. on Application of Stress-Wave Theory to Piles edited by H. Bredenberg 197–216. Rotterdam Netherlands: A.A. Balkema.

2. Benz T. 2007. “Small-strain stiffness of soils and its numerical consequences.” Ph.D. thesis Faculty of Civil and Environmental Engineering Univ. of Stuttgart.

3. Dynamic and Static Load Testing of Model Piles Driven into Dense Sand

4. New Load Transfer Hyperbolic Model for Pile-Soil Interface and Negative Skin Friction on Single Piles Embedded in Soft Soils

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