Analytical model of buried beams on a tensionless foundation subjected to differential settlement

DOI10.1016/J.APM.2020.06.004zbMath1481.74477OpenAlexW3034521215MaRDI QIDQ2049802

Qi-yun Wang, Luo-bin Lin, Fu-quan Chen, Bing-qiang Zhang

Publication date: 27 August 2021

Published in: Applied Mathematical Modelling (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.apm.2020.06.004

zbMATH Keywords

analytical methodtensionless foundationburied beamdifferential settlement

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10)

Cites Work

• Tensionless contact of a finite beam: concentrated load inside and outside the contact zone
• Static analysis of an infinite beam resting on a tensionless Pasternak foundation
• Response of an infinite beam resting on a tensionless elastic foundation subjected to arbitrarily complex transverse loads
• Tensionless contact of a finite beam resting on Reissner foundation
• A dual beam model for geosynthetic-reinforced granular fill on an elastic foundation
• A tensionless contact between a beam and an elastic half-space
• Response of a finite beam in contact with a tensionless foundation under symmetric and asymmetric loading
• On Foundations That React in Compression Only

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