Applicability of elasto-viscoplastic one-dimensional consolidation model to long-term consolidation behavior of quasi-overconsolidated clays: Fid-Bau Portal

Applicability of elasto-viscoplastic one-dimensional consolidation model to long-term consolidation behavior of quasi-overconsolidated clays

Oda, K. / Matsui, T.

Zugriff

Zugriff über TIB

Verfügbarkeit in meiner Bibliothek prüfen

Bestellung bei Subito €

Seitennavigation

Dokumentinformationen

Ähnliche Titel

Exportieren, teilen und zitieren

Applicability of elasto-viscoplastic one-dimensional consolidation model to long-term consolidation behavior of quasi-overconsolidated clays

Oda, K. / Matsui, T.

Applicability of elasto-viscoplastic one-dimensional consolidation model to long-term consolidation behavior of quasi-overconsolidated clays

Oda, K. / Matsui, T.

Zugriff

Zugriff über TIB

Verfügbarkeit in meiner Bibliothek prüfen

Bestellung bei Subito €

Seitennavigation

Dokumentinformationen

Ähnliche Titel

Exportieren, teilen und zitieren

Dokumentinformationen

Titel:

Applicability of elasto-viscoplastic one-dimensional consolidation model to long-term consolidation behavior of quasi-overconsolidated clays

Beteiligte:

Oda, K. (Autor:in) / Matsui, T. (Autor:in)

Kongress:

INTERNATIONAL CONFERENCE; 16th, Soil mechanics and geotechnical engineering ; 2005 ; Osaka, Japan

Erschienen in:

Soil mechanics and geotechnical engineering ; 837-840

Erscheinungsdatum:

01.01.2005

Format / Umfang:

4 pages

Anmerkungen:

Text in English with French and English summaries; CD-ROMs in pockets attached to inside back covers of volumes 1 and 5; HELD ON CD-ROM

ISBN:

9789059660274 , 9059660285 , 9059660293 , 9059660307 , 9059660315 , 9059660323

Medientyp:

Aufsatz (Konferenz)

Format:

Sprache:

Englisch

Schlagwörter:

Soil mechanics , Geotechnical engineering , ICSMGE

Oda, K. / Tokida, K. / Matsui, T. | British Library Conference Proceedings | 2005

Description of Time-Dependent Behavior of Quasi-Overconsolidated Osaka Pleistocene Clays Using Elasto-Viscoplastic Finite Element Analyses

Mimura, M. / Jang, W.-Y. | British Library Online Contents | 2004

Simulation of long-term consolidation behavior of soft sensitive clay using an elasto-viscoplastic constitutive model

Karim, M.R. / Oka, F. / Krabbenhoft, K. et al. | British Library Online Contents | 2013

One-Dimensional Large-Strain Nonlinear Consolidation of Overconsolidated Clays with a Threshold Hydraulic Gradient

Chuanxun Li / Jinyang Xiao / Yang Yang et al. | DOAJ | 2018

Freier Zugriff

Verification of the Elasto-Viscoplastic Approach Assessing the Long-Term Deformation of the Quasi-Overconsolidated Pleistocene Clay Deposits

Mimura, M. / Jang, W.-Y. | British Library Online Contents | 2005

Nach oben