Assessment of Load Test Results on a Sheet Pile Quay Wall: The Potential of 3D Numerical Modeling-Reference-Cited by-同舟云学术

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Assessment of Load Test Results on a Sheet Pile Quay Wall: The Potential of 3D Numerical Modeling

Published:2024-09 Issue:9 Volume:150 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Alesiani Pierluigi¹^ORCID,Ruggeri Paolo²^ORCID

Affiliation:

1. Ph.D. Candidate, Dipartimento di Scienze e Ingegneria della Materia, dell’Ambiente ed Urbanistica, Università Politecnica delle Marche, via Brecce Bianche 12, Ancona 60131, Italy. ORCID: .

2. Associate Professor, Dipartimento di Scienze e Ingegneria della Materia, dell’Ambiente ed Urbanistica, Università Politecnica delle Marche, via Brecce Bianche 12, Ancona 60131, Italy (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-12368

Reference41 articles.

1. High-resolution sequence stratigraphy from piezocone tests: an example from the Late Quaternary deposits of the southeastern Po Plain

2. Baldi G. R. Bellotti N. Ghionna and M. Jamiolkowski. 1989. “Stiffness of sands from CPT SPT and DMT—A critical review.” In Proc. Geotechnology Conf. Organized by the Institution of Civil Engineers 299–305. New York: Thomas Telford.

3. Small-strain stiffness in geotechnical analyses

4. Three-Dimensional Responses Observed in an Internally Braced Excavation in Soft Clay

5. Finite Element modelling of tunnelling-induced displacements on framed structures

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