Vertical and horizontal pullout capacity of mooring lines embedded in very soft clays-Reference-Cited by-同舟云学术

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Vertical and horizontal pullout capacity of mooring lines embedded in very soft clays

Published:2021-08 Issue: Volume:234 Page:109229
ISSN:0029-8018
Container-title:Ocean Engineering
language:en
Short-container-title:Ocean Engineering

Author:

Sampa Naloan Coutinho^ORCID,Schnaid Fernando,Rocha Marcelo Maia,Cudmani Roberto,Amaral Claudio dos Santos

Funder

National Council for Scientific and Technological Development

Technical University of Munich

Petrobras

Coordination of Higher Education Personnel Improvement

Federal University of Rio Grande do Sul

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference49 articles.

1. Design and Construction of Reinforced Steel Chain Wall;Abongo,2010

2. Mechanisms that generate pullout resistance of steel chain in non – cohesive soils;Abongo,2010

3. Recommended practice for planning, designing, and constructing fixed offshore platforms-working stress design,2006

4. Analysis of anchor mooring lines in cohesive seafloor;Bang;Transport. Res. Rec.,1996

5. Calibration of analytical solution using centrifuge model tests on mooring lines;Bang;Int. J. Offshore Polar Eng.,2000

Cited by 3 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Model tests on chain-soil interaction of anchor pile for taut mooring system through transparent sand;Ocean Engineering;2024-10

2. Simulation of anchor chain based on lumped mass method;Theoretical and Applied Mechanics Letters;2023-07

3. The Combined Bearing Capacities of Anchor Chain Segment by Considering Its Actual Geometry and Roughness;Journal of Marine Science and Engineering;2023-03-20

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