Model test for progressive failure of a sandy embankment dam by seepage: 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 ; 939-946

LANDSLIDES -INTERNATIONAL SYMPOSIUM ; 2

Erscheinungsdatum:

01.01.2004

Format / Umfang:

8 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

Hori, T. / Mohri, Y. / Kohgo, Y. et al. | British Library Online Contents | 2011

Model Test and Deformation Analysis for Failure of a Loose Sandy Embankment Dam by Seepage

Hori, T. / Mohri, Y. / Kohgo, Y. et al. | British Library Conference Proceedings | 2006

Model Test and Deformation Analysis for Failure of a Loose Sandy Embankment Dam by Seepage

Hori, T. / Mohri, Y. / Kohgo, Y. | ASCE | 2006

Embankment Seepage Investigation

DAVY, R. / MCAREE, M. J. | TIBKAT | 2018

Centrifuge dynamic model test for sandy ground with embankment

Abe, H. / Ogawa, Y. / Kusano, K. et al. | British Library Conference Proceedings | 1995

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