Elastoplastic numerical approach for predicting the electro-osmotic consolidation behaviour of soft clays-Reference-Cited by-同舟云学术

Elastoplastic numerical approach for predicting the electro-osmotic consolidation behaviour of soft clays

Published:2013-12 Issue:12 Volume:50 Page:1219-1235
ISSN:0008-3674
Container-title:Canadian Geotechnical Journal
language:en
Short-container-title:Can. Geotech. J.

Author:

Jeyakanthan V.¹,Gnanendran C.T.¹

Affiliation:

1. School of Engineering and Information Technology, University of New South Wales, ADFA Campus, Northcott Drive, Canberra, ACT 2600, Australia.

Abstract

A finite element (FE) formulation for electro-osmotic consolidation (EOC) analysis is developed in this paper which was implemented in a FE analysis (FEA) program. This formulation is integrated with the elastoplastic Modified Cam Clay (MCC) model to capture the nonlinear stress–strain behaviour of the soil during EOC using the fully coupled analysis approach. The numerical model is verified against triaxial EOC test data and close form solutions of typical one-dimensional EOC problems. Details of the formulation and the results of the validation analyses are reported in this paper.

Publisher

Canadian Science Publishing

Subject

Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology

Link

http://www.nrcresearchpress.com/doi/pdf/10.1139/cgj-2013-0075

Reference26 articles.

1. Preface

2. Vérification expérimentale de la relation de réciprocité d'Onsager pour l'électro-osmose et l'électro-filtration dans une argile naturelle

3. Role of pH in Electro-Osmosis: Experimental Study on NaCl–Water Saturated Kaolinite

4. Application of Electro-Osmosis to a Foundation Problem in a Norwegian Quick Clay

5. An investigation of the stability of numerical solutions of Biot's equations of consolidation

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