Theoretical investigation on axial cyclic performance of monopile in sands using interface constitutive models-Reference-Cited by-同舟云学术

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Theoretical investigation on axial cyclic performance of monopile in sands using interface constitutive models

Published:2024-07 Issue:7 Volume:16 Page:2645-2662
ISSN:1674-7755
Container-title:Journal of Rock Mechanics and Geotechnical Engineering
language:en
Short-container-title:Journal of Rock Mechanics and Geotechnical Engineering

Author:

Zhou Pan,Li Jingpei,Dai Kaoshan,Vogt Stefan,Miraei Seyedmohsen

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference75 articles.

1. Predicted and observed cyclic performance of piles in calcareous sand;Al-Douri;J. Geotech. Eng.,1995

2. Experimental investigation of single model pile and pile group behavior in saturated and unsaturated sand;Al-Khazaali;J. Geotech. Geoenviron. Eng.,2019

3. Bearing capacity under cyclic loading - offshore, along the coast, and on land. The 21st Bjerrum Lecture presented in Oslo, 23 November 2007;Andersen;Can. Geotech. J.,2009

4. Mobilized response of piles subjected to downdrag;Ashour;Int. J. GeoMech.,2021

5. Evolution of local friction along a model pile shaft in a calibration chamber for a large number of loading cycles;Bekki;Compt. Rendus Mec.,2013

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