Analytical 3D failure envelopes for RC pile groups under combined loading: A generalised design approach-Reference-Cited by-同舟云学术

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Analytical 3D failure envelopes for RC pile groups under combined loading: A generalised design approach

Published:2024-06 Issue: Volume:181 Page:108570
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Sakellariadis L.,Anastasopoulos I.^ORCID

Funder

Schweizerischer Nationalfonds zur Förderung der Wissenschaftlichen Forschung

Publisher

Elsevier BV

Reference38 articles.

1. Standard user's manual,2019

2. Laterally loaded model piles in sand: centrifuge tests and finite element analyses;Barton,1982

3. Lateral resistance of piles in cohesive soils;Broms;J Soil Mech Found Div,1964

4. Lateral resistance of piles in cohesionless soils;Broms;J Soil Mech Found Div,1964

5. ICE manual of geotechnical engineering volume 2: geotechnical design, construction and verification;Burland,2012

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1. Horizontal bearing capacity of RC piles in cohesive soil: Numerical and theoretical modelling;Computers and Geotechnics;2024-11

2. Influence of Pile Foundation Construction on Existing Tunnels in a Metro Protection Area: Field Test and Numerical Simulation;Buildings;2024-07-24

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