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Base de données et galerie internationale d'ouvrages d'art et du génie civil

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International Journal of Geomechanics - v. 6, n. 5 (septembre 2006)

Publié:	septembre 2006

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Rojas, Eduardo / Romo, Miguel P. / Cervantes, Refugio	Analysis of Deep Moisture Barriers in Expansive Soils. I: Constitutive Model Formulation	311-318
Rojas, Eduardo / Romo, Miguel P. / Garnica, Paul / Cervantes, Refugio	Analysis of Deep Moisture Barriers in Expansive Soils. II: Water Flow Formulation and Implementation	319-327
Surjadinata, J. / Hull, T. S. / Carter, J. P. / Poulos, H. G.	Combined Finite- and Boundary-Element Analysis of the Effects of Tunneling on Single Piles	374-377
Kennedy, Matthew J. / Moore, Ian D. / Skinner, Graeme D.	Development of Tensile Hoop Stress during Horizontal Directional Drilling through Sand	367-373
Huang, Wenxiong / Fityus, Stephen / Bishop, Daniel / Smith, David / Sheng, Daichao	Finite-Element Parametric Study of the Consolidation Behavior of a Trial Embankment on Soft Clay	328-341
Grammatikopoulou, A. / Zdravkovic, L. / Potts, D. M.	General Formulation of Two Kinematic Hardening Constitutive Models with a Smooth Elastoplastic Transition	291-302
Cheng, Y. M. / Chen, W. S. / Zhang, Y. H.	New Approach to Determine Three-Dimensional Contacts in Blocks System: Penetration Edges Method	303-310
Suzuki, Kiichi / Yanagisawa, Eiji	Principal Deviatoric Strain Increment Ratios for Sand Having Inherent Transverse Isotropy	356-366
Iida, Masahiro	Three-Dimensional Linear and Simplified Nonlinear Soil Response Methods Based on an Input Wave Field	342-355

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IssueID
58432
Publié(e) le:
09.05.2021
Modifié(e) le:
09.05.2021

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