Coupled elastoplastic model of soil-pipe interaction along unstable slopes: Fid-Bau Portal

9th, International symposium on landslides; Landslides: evaluation and stabilization = Glissements de terrain; evaluation et stabilisation ; 2004 ; Rio de Janeiro, Brazil

Erschienen in:

International symposium on landslides; Landslides: evaluation and stabilization = Glissements de terrain; evaluation et stabilisation ; 1097-1102

LANDSLIDES -INTERNATIONAL SYMPOSIUM ; 2

Erscheinungsdatum:

01.01.2004

Format / Umfang:

6 pages

Anmerkungen:

2 v.; Includes bibliographical references and index.; ALSO KNOWN AS ISL 2004

ISBN:

0415356660 , 0415356679 , 0415356652

Medientyp:

Aufsatz (Konferenz)

Format:

Sprache:

Englisch

Schlagwörter:

Landslides , ISL , Glissements , Terrain

Cocchetti, Giuseppe | Online Contents | 2009

Soil-pipeline interaction along unstable slopes: a coupled three-dimensional approach. Part 2: Numerical analyses

Cocchetti, G. / di Prisco, C. / Galli, A. | British Library Online Contents | 2009

Soil-pipeline interaction along unstable slopes: a coupled three-dimensional approach. Part 2: Numerical analyses

Cocchetti, Giuseppe | Online Contents | 2009

Soil-pipeline interaction along unstable slopes: a coupled three-dimensional approach. Part 1: Theoretical formulation

Cocchetti, G. / di Prisco, C. / Galli, A. et al. | British Library Online Contents | 2009

Elastoplastic Solution for Soil-Pipe-Tunnel Interaction

Klar, A. / Vorster, T. E. B. / Soga, K. et al. | British Library Online Contents | 2007

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