Theoretical t-z Curves for Axially Loaded Piles-Reference-Cited by-同舟云学术

Theoretical t-z Curves for Axially Loaded Piles

Published:2022-07 Issue:7 Volume:148 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Bateman Abigail H.¹^ORCID,Crispin Jamie J.²^ORCID,Vardanega Paul J.³^ORCID,Mylonakis George E.⁴^ORCID

Affiliation:

1. Ph.D. Student, Dept. of Civil Engineering, Univ. of Bristol, Bristol BS8 1TR, UK. ORCID:

2. Formerly, Ph.D. Student, Dept. of Civil Engineering, Univ. of Bristol, Bristol BS8 1TR, UK. ORCID:

3. Associate Professor in Civil Engineering, Dept. of Civil Engineering, Univ. of Bristol, Bristol BS8 1TR, UK. ORCID:

4. Professor, Dept. of Civil Infrastructure and Environmental Engineering, Khalifa Univ., Abu Dhabi, United Arab Emirates; University Chair in Geotechnics and Soil-Structure Interaction, Dept. of Civil Engineering, Univ. of Bristol, Bristol BS8 1TR, UK; Adjunct Professor, Dept. of Civil and Environmental Engineering, Univ. of California Los Angeles, CA 90024 (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0002753

Reference82 articles.

1. t–z curves for piles from pressuremeter test results

2. Soil-pile interaction in vertical vibration induced through a frictional interface

3. Dynamic Winkler modulus for axially loaded piles

4. An analytical continuum model for axially loaded end‐bearing piles in inhomogeneous soil

5. API (American Petroleum Institute) and ANSI (American National Standards Institute). 2011. Part 4—Geotechnical and foundation design considerations: ANSI/API recommended practice 2GEO. 1st ed. Washington, DC: API.

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