Nonlinear Cyclic Load Analysis for Lateral Response of Batter Piles in Soft Clay with a Rigorous Degradation Model: Fid-Bau Portal

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Nonlinear Cyclic Load Analysis for Lateral Response of Batter Piles in Soft Clay with a Rigorous Degradation Model

Rajashree, S. S. / Sitharam, T. G. / Institute of Engineering and Ocean Technology / Norwegian Geotechnical Institute / International Society for Soil Mechanics and Geotechnical Engineering

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Nonlinear Cyclic Load Analysis for Lateral Response of Batter Piles in Soft Clay with a Rigorous Degradation Model

Rajashree, S. S. / Sitharam, T. G. / Institute of Engineering and Ocean Technology / Norwegian Geotechnical Institute / International Society for Soil Mechanics and Geotechnical Engineering

Nonlinear Cyclic Load Analysis for Lateral Response of Batter Piles in Soft Clay with a Rigorous Degradation Model

Rajashree, S. S. / Sitharam, T. G. / Institute of Engineering and Ocean Technology / Norwegian Geotechnical Institute / International Society for Soil Mechanics and Geotechnical Engineering

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Bestellung bei Subito €

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Titel:

Nonlinear Cyclic Load Analysis for Lateral Response of Batter Piles in Soft Clay with a Rigorous Degradation Model

Beteiligte:

Rajashree, S. S. (Autor:in) / Sitharam, T. G. (Autor:in) / Singh, S. K. / Lacasse, S. / Institute of Engineering and Ocean Technology / Norwegian Geotechnical Institute / International Society for Soil Mechanics and Geotechnical Engineering

Kongress:

International conference on offshore and nearshore geotechnical engineering; GEOShore ; 1999

Erschienen in:

International conference on offshore and nearshore geotechnical engineering; GEOShore ; 309-314

Erscheinungsdatum:

01.01.2000

Format / Umfang:

6 pages

ISBN:

Medientyp:

Aufsatz (Konferenz)

Format:

Print

Sprache:

Englisch

Schlagwörter:

GEOShore , nearshore geotechnical engineering , geotechnical engineering , offshore geotechnical engineering

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