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Navarro Ugena, Carlos and Samartín, Avelino (1989). Dynamic earth pressures against a retaining wall caused by Rayleigh waves. "Engineering Structures", v. 11 (n. 1); pp. 31-36. ISSN 0141-0296. https://doi.org/10.1016/0141-0296(89)90030-8.
Title: | Dynamic earth pressures against a retaining wall caused by Rayleigh waves |
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Author/s: |
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Item Type: | Article |
Título de Revista/Publicación: | Engineering Structures |
Date: | January 1989 |
ISSN: | 0141-0296 |
Volume: | 11 |
Subjects: | |
Freetext Keywords: | Soil dynamics, soil-structure interaction, dynamic earth |
Faculty: | E.T.S.I. Caminos, Canales y Puertos (UPM) |
Department: | Mecánica de Medios Continuos y Teoría de Estructuras |
Creative Commons Licenses: | Recognition - No derivative works - Non commercial |
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An approximate procedure for studying harmonic soil-structure interaction problems is presented. The presence of Rayleigh waves is considered and the resulting governing equations of the dynamic soil-structure system are solved in the time domain. With this method the transient and steady states of a vibratory motion and also the nonlinear behaviour of the soil can be studied. As an example, the dynamic earth pressure against a rigid retaining wall is investigated. The loads are assumed to be harmonic Rayleigh waves with both static and dynamic surface surcharges. The dependence of the results on the excitation frequency is shown.
Item ID: | 32852 |
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DC Identifier: | https://oa.upm.es/32852/ |
OAI Identifier: | oai:oa.upm.es:32852 |
DOI: | 10.1016/0141-0296(89)90030-8 |
Official URL: | http://www.sciencedirect.com/science/article/pii/0... |
Deposited by: | Biblioteca ETSI Caminos |
Deposited on: | 24 Nov 2014 09:01 |
Last Modified: | 09 Feb 2023 11:14 |