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Interpretation of the pressuremeter test using numerical models based on deformation tensor equations
Citation
Escolano Sánchez, Félix and Bueno Aguado, Manuel and Sanchez Lavín, José Ramón (2014). Interpretation of the pressuremeter test using numerical models based on deformation tensor equations. "Bulletin of Engineering Geology and the Environment", v. 73 (n. 1); pp. 141-146. ISSN 1435-9529. https://doi.org/10.1007/s10064-013-0528-x.
Description
| Title: | Interpretation of the pressuremeter test using numerical models based on deformation tensor equations |
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| Author/s: |
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| Item Type: | Article |
| Título de Revista/Publicación: | Bulletin of Engineering Geology and the Environment |
| Date: | February 2014 |
| ISSN: | 1435-9529 |
| Volume: | 73 |
| Subjects: | |
| Freetext Keywords: | Pressuremeter tests, Constitutive equations, Geotechnical parameters, Finite elements |
| Faculty: | E.U.I.T. Obras Públicas (UPM) |
| Department: | Ingeniería Civil: Tecnología de la Construcción [hasta 2014] |
| Creative Commons Licenses: | Recognition - No derivative works - Non commercial |
Abstract
The pressuremeter test in boreholes has proven itself as a useful tool in geotechnical explorations, especially comparing its results with those obtained from a mathematical model ruled by a soil representative constitutive equation. The numerical model shown in this paper is aimed to be the reference framework for the interpretation of this test. The model analyses variables such as: the type of response, the initial state, the drainage regime and the constitutive equations. It is a model of finite elements able to work with a mesh without deformation or one adapted to it.
More information
| Item ID: | 26417 |
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| DC Identifier: | http://oa.upm.es/26417/ |
| OAI Identifier: | oai:oa.upm.es:26417 |
| DOI: | 10.1007/s10064-013-0528-x |
| Official URL: | http://link.springer.com/article/10.1007%2Fs10064-013-0528-x |
| Deposited by: | Memoria Investigacion |
| Deposited on: | 05 Jul 2014 08:28 |
| Last Modified: | 01 Mar 2015 23:56 |
