Go to:
Logótipo
You are in:: Start > Publications > View > Deep excavations in urban areas - finite element modelling for three geotechnical scenarios
Map of Premises
FC6 - Departamento de Ciência de Computadores FC5 - Edifício Central FC4 - Departamento de Biologia FC3 - Departamento de Física e Astronomia e Departamento GAOT FC2 - Departamento de Química e Bioquímica FC1 - Departamento de Matemática
Publication

Deep excavations in urban areas - finite element modelling for three geotechnical scenarios

Title
Deep excavations in urban areas - finite element modelling for three geotechnical scenarios
Type
Chapter or Part of a Book
Year
2012
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
António Topa Gomes
(Author)
FEUP
View Personal Page You do not have permissions to view the institutional email. Search for Participant Publications View Authenticus page Without ORCID
José Leitão Borges
(Author)
FEUP
View Personal Page You do not have permissions to view the institutional email. Search for Participant Publications Without AUTHENTICUS View ORCID page
Nuno C. Guerra
(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
A. N. Antão
(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
Book
Pages: 51-76
ISBN: 978-0-415-61661-4
Electronic ISBN: 978-0-203-82980-6
Scientific classification
FOS: Engineering and technology > Civil engineering
Other information
Resumo (PT):
Abstract (EN): In the last decades large and deep cut-and-cover excavations for basements and for transport infrastructures became very common in urban areas. The solutions that have been constructed comprehend a large number of structural systems and soil-structure interaction problems. Among the distinct geotechnical works, deep excavations and their retaining structures were probably the ones whose analysis and design experienced more progress by the use of finite element models since the seventies. The chapter presents three topics which are not much widely treated in the specialized bibliography and that have been of major concern of FEUP¿s geotechnical group and co-workers: deep excavations in thick deposits of soft clay and rules for a reliable control of the excavation induced movements, with emphasis on the influence of settlements during the consolidation period; vertical stability of permanent Berlintype walls in stiff cohesive soils, combining distinct types of numerical modelling, including finite element limit analyses, since the purpose was to characterize a retaining structure under marginal stability conditions; elliptical shafts constructed by the sequential excavation method, a novel type of structure particularly convenient in granite residual soils. Finally, some ideas are presented on possible future developments in the field.
Language: English
Type (Professor's evaluation): Scientific
No. of pages: 26
Documents
We could not find any documents associated to the publication with allowed access.
Recommend this page Top
Copyright 1996-2024 © Faculdade de Ciências da Universidade do Porto  I Terms and Conditions  I Acessibility  I Index A-Z  I Guest Book
Page created on: 2024-08-24 at 08:30:02 | Acceptable Use Policy | Data Protection Policy | Complaint Portal