Go to:
Logótipo
Comuta visibilidade da coluna esquerda
Você está em: Start > Publications > View > Bearing capacity failure of tied-back walls - a complex case of soil-wall interaction
Publication

Publications

Bearing capacity failure of tied-back walls - a complex case of soil-wall interaction

Title
Bearing capacity failure of tied-back walls - a complex case of soil-wall interaction
Type
Article in International Scientific Journal
Year
1993
Authors
Manuel Matos Fernandes
(Author)
FEUP
View Personal Page You do not have permissions to view the institutional email. Search for Participant Publications View Authenticus page View ORCID page
António Silva Cardoso
(Author)
FEUP
View Personal Page You do not have permissions to view the institutional email. Search for Participant Publications View Authenticus page View ORCID page
J. F. C. Trigo
(Author)
Other
The person does not belong to the institution. The person does not belong to the institution. The person does not belong to the institution. Without AUTHENTICUS Without ORCID
José Manuel Marques
(Author)
FEUP
View Personal Page You do not have permissions to view the institutional email. Search for Participant Publications View Authenticus page View ORCID page
Journal
Vol. 15 No. 2
Pages: 87-103
ISSN: 0266-352X
Publisher: Elsevier
Scientific classification
FOS: Engineering and technology > Environmental engineering
Other information
Authenticus ID: P-001-NHP
Resumo (PT): The paper describes a study of bearing capacity failures of tied-back walls induced by vertical forces applied by anchors. A review of some failures or incidents and small scale test results as well as an attempt of numerical simulation of a
Abstract (EN): The paper presents a study of bearing capacity failures of tied-back walls induced by vertical forces applied by the anchors. A review of some failures or incidents and small scale test results as well as an attempt of numerical simulation of a ''case history'' are included. Subsequently, a simple numerical case study is analysed in order to identify the main features of that mode of failure and the parameters that govern the response of the system. Emphasis is put on the mobilization of the skin resistance on both wall faces. Some practical conclusions are extracted.
Language: English
Type (Professor's evaluation): Scientific
No. of pages: 17
Documents
We could not find any documents associated to the publication.
Related Publications

Of the same journal

Structural behaviour and parametric study of reinforced embankments on soft clays (2001)
Article in International Scientific Journal
José Leitão Borges; António José de Magalhães Silva Cardoso
Simplifying calibration of bonded elasto-plastic models (2016)
Article in International Scientific Journal
Rios, S.; M. Ciantia; N. Gonzalez; M. Arroyo; A. Viana Da Fonseca
Short soil-binder columns in railway track reinforcement: three-dimensional numerical studies considering the train-track interaction (2018)
Article in International Scientific Journal
Francisco, A; Paixao, A; Varandas, JN; Fortunato, E
Non-linear soil behaviour on high speed rail lines (2019)
Article in International Scientific Journal
Pedro Alves Costa; K. Dong; O. Laughrouche; D. Connolly; P. Woodward

See all (10)

Recommend this page Top
Copyright 1996-2025 © Faculdade de Direito da Universidade do Porto  I Terms and Conditions  I Acessibility  I Index A-Z
Page created on: 2025-08-10 at 19:27:14 | Privacy Policy | Personal Data Protection Policy | Whistleblowing