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Effects of near-fault seismic loadings on run-out of large-scale landslide: A case study

Author
YINGBIN ZHANG1 ; GUANGQI CHEN1 ; LU ZHENG1 ; YANGE LI1 ; JIAN WU1
[1] Department of Civil and Structure Engineering, Kyushu University, Fukuoka 819-0395, Japan
Source

Engineering geology. 2013, Vol 166, pp 216-236, 21 p ; ref : 1 p.1/4

CODEN
EGGOAO
ISSN
0013-7952
Scientific domain
Civil engineering; Geology
Publisher
Elsevier, Kidlington
Publication country
United Kingdom
Document type
Article
Language
English
Author keyword
Daguangbao landslide Earthquake-induced landslide Run-out analysis Seismic force Size effect
Keyword (fr)
Action séisme Charge sismique Discontinuité Déformation Echelle grande Effet dimensionnel Etude cas Faille Glissement terrain Modélisation Mécanique sol Méthode analyse Simulation Chine Asie
Keyword (en)
Earthquake effect Seismic load Discontinuity Deformation Large scale Size effect Case study Fault Landslide Modeling Soil mechanics Analysis method Simulation China Asia
Keyword (es)
Acción sismo Carga sísmica Discontinuidad Deformación Escala grande Efecto dimensional Estudio caso Quebrado Desmoronamiento tierra Modelización Mecánica suelo Método análisis Simulación China Asia
Classification
Pascal
001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14F Geotechnics / 001D14F02 Soil mechanics. Rocks mechanics

Pascal
001 Exact sciences and technology / 001E Earth, ocean, space / 001E01 Earth sciences / 001E01O Engineering and environment geology. Geothermics / 001E01O02 Natural hazards: prediction, damages, etc

Discipline
Building. Public works. Transport. Civil engineering Earth sciences
Origin
Inist-CNRS
Database
PASCAL
INIST identifier
27933129

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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