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Tunnelling-induced deformation and damage on historical masonry structures

Author
AMOROSI, A1 ; BOLDINI, D2 ; DE FELICE, G3 ; MALENA, M3 ; SEBASTIANELLI, M3
[1] Technical University of Bari, Italy
[2] University of Bologna, Italy
[3] University of Roma Tre, Italy
Source

Geotechnique. 2014, Vol 64, Num 2, pp 118-130, 13 p ; ref : 3/4 p

CODEN
GTNQA8
ISSN
0016-8505
Scientific domain
Civil engineering; Geology; Geophysics
Publisher
Telford, London
Publication country
United Kingdom
Document type
Article
Language
English
Author keyword
numerical modelling soil/structure interaction tunnels
Keyword (fr)
Analyse numérique Anisotropie Contrainte Déformation sous contrainte Déplacement Endommagement Etude cas Fondation Interaction sol ouvrage Modèle 2 dimensions Modèle numérique Méthode élément fini Propriété mécanique Prévision Sol Structure en bloc Tassement Texture Tunnel Rome Europe Sud Europe Italie Latium
Keyword (en)
numerical analysis anisotropy stress strain displacements damage case studies foundations structure soil interaction two-dimensional models numerical models finite element analysis mechanical properties prediction soils block structures settlement textures tunnels Rome Italy Southern Europe Europe Italy Latium Italy
Keyword (es)
Análisis numérico Anisotropía Coacción Deformación bajo tensión Estudio caso Cimentación Modelo 2 dimensiones Propiedad mecánica Previsión Suelo Asentamiento Textura Túnel Europa Sur Europa Italia Lacio
Classification
Pascal
001 Exact sciences and technology / 001E Earth, ocean, space / 001E01 Earth sciences / 001E01O Engineering and environment geology. Geothermics / 001E01O01 Engineering geology

Discipline
Earth sciences
Origin
Inist-CNRS
Database
PASCAL
INIST identifier
28163151

Sauf mention contraire ci-dessus, le contenu de cette notice bibliographique peut être utilisé dans le cadre d’une licence CC BY 4.0 Inist-CNRS / Unless otherwise stated above, the content of this bibliographic record may be used under a CC BY 4.0 licence by Inist-CNRS / A menos que se haya señalado antes, el contenido de este registro bibliográfico puede ser utilizado al amparo de una licencia CC BY 4.0 Inist-CNRS

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