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Martín Stickle, Miguel and Pastor Pérez, Manuel Tomás (2018). A Practical Analytical Solution for One-Dimensional Consolidation. "Géotechnique", v. 68 (n. 9); pp. 786-793. ISSN 1751-7656. https://doi.org/10.1680/jgeot.16.P.268.
Title: | A Practical Analytical Solution for One-Dimensional Consolidation |
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Author/s: |
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Item Type: | Article |
Título de Revista/Publicación: | Géotechnique |
Date: | 9 September 2018 |
ISSN: | 1751-7656 |
Volume: | 68 |
Subjects: | |
Freetext Keywords: | Consolidation, Theoretical Analysis |
Faculty: | E.T.S.I. Caminos, Canales y Puertos (UPM) |
Department: | Matemática e Informática Aplicadas a la Ingenierías Civil y Naval |
Creative Commons Licenses: | Recognition - No derivative works - Non commercial |
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In this work a four-step strategy to derive an analytical solution to the one-dimensional consolidation equation under a general time-dependent loading is presented. The strategy is based on the eigenfunction expansion method. Most existing solutions in the specialised literature are developed for a particular type of loading, whereas the proposed strategy can be easily applied to obtain an accurate response for a general loading. In order to assess the validity of the proposed strategy, it is applied to constant, single ramp, cyclic square and cyclic haversine loading profiles. The results are in agreement with the analytical solution previously obtained by other researchers.
Type | Code | Acronym | Leader | Title |
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Government of Spain | BIA2016-76253-P | Unspecified | Manuel Tomás Pastor Pérez | ALAS: Modelizacion avanzada de deslizamientos de ladera |
Item ID: | 53404 |
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DC Identifier: | https://oa.upm.es/53404/ |
OAI Identifier: | oai:oa.upm.es:53404 |
DOI: | 10.1680/jgeot.16.P.268 |
Official URL: | https://www.icevirtuallibrary.com/doi/10.1680/jgeot.16.P.268 |
Deposited by: | Memoria Investigacion |
Deposited on: | 08 Jan 2019 13:14 |
Last Modified: | 09 Sep 2019 22:30 |