Coupled approach in simulation of soil consolidation-Reference-Cited by-同舟云学术

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Coupled approach in simulation of soil consolidation

Published:2018-06 Issue:2-3 Volume:2 Page:645-650
ISSN:2509-7075
Container-title:ce/papers
language:en
Short-container-title:ce/papers

Author:

IVANOVSKI D.¹,SHESHOV Vl.²,EDIP K.³,BOJADJIEVA J.³,KITANOVSKI T.⁴,CHANEVA J.⁴

Affiliation:

1. B.Sc., Civ.Eng.; University “Ss. Cyril and Methodius”; Institute of Earthquake Engineering and Engineering Seismology; T. Aleksandrov No.165, Skopje, R. Macedonia

2. Prof. Ph.D., Civ.Eng.; University “Ss. Cyril and Methodius”; Institute of Earthquake Engineering and Engineering Seismology; T. Aleksandrov No.165, Skopje, R. Macedonia

3. Assist. Prof. Ph.D., Civ.Eng.; University “Ss. Cyril and Methodius”; Institute of Earthquake Engineering and Engineering Seismology; T. Aleksandrov No.165, Skopje, R. Macedonia

4. M.Sc., Civ.Eng.; University “Ss. Cyril and Methodius”; Institute of Earthquake Engineering and Engineering Seismology; T. Aleksandrov No.165, Skopje, R. Macedonia

Publisher

Wiley

Subject

General Earth and Planetary Sciences,General Environmental Science

Reference14 articles.

1. The effective stress principle;Alcoverro;Mathematical and Computer Modelling,2003

2. ANSYS 2006 Manual

3. The development of the concept of effective stresses;Boer;Acta Mechanica,1990

4. One-dimensional consolidation theory: unsaturated soils;Fredlund;Canadian Geotechnical Journal,1979

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