Comparison of Anisotropic Rate-Dependent Models for Modeling Consolidation of Soft Clays-Reference-Cited by-同舟云学术

Comparison of Anisotropic Rate-Dependent Models for Modeling Consolidation of Soft Clays

Published:2015-10 Issue:5 Volume:15 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Karstunen M.¹,Rezania M.²,Sivasithamparam N.³,Yin Z.-Y.⁴

Affiliation:

1. Professor, Dept. of Civil and Environmental Engineering, Chalmers Univ. of Technology, SE 412 96 Gothenburg, Sweden; Professor, Dept. of Civil and Environmental Engineering, Univ. of Strathclyde, John Anderson Building, 107 Rottenrow, Glasgow G4 0NG, U.K.; Docent, Aalto Univ., School of Science and Technology, FI-00076 Aalto, Finland.

2. Lecturer, Nottingham Centre for Geomechanics, Dept. of Civil Engineering, Univ. of Nottingham, Coates Building, University Park, Nottingham NG7 2RD, U.K.; formerly, Research Associate, Dept. of Civil and Environmental Engineering, Univ. of Strathclyde, John Anderson Building, 107 Rottenrow, Glasgow G4 0NG, U.K. (corresponding author).

3. Marie Curie Postdoctoral Fellow, Dept. of Civil and Environmental Engineering, Univ. of Strathclyde, John Anderson Building, 107 Rottenrow, Glasgow G4 0NG, U.K.; Researcher, Plaxis bv, Delft, 2628 XJ, Netherlands.

4. Professor, Center for Marine Geotechnics Research, Dept. of Civil Engineering, Shanghai Jiao Tong Univ., Shanghai 200240, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000267

Reference20 articles.

1. Brinkgreve R. B. J. Swolfs W. M. and Engin E. (2010). Plaxis 2010 reference manual Plaxis Delft Netherlands.

2. Finnish National Road Administration. (1997). “Competition to calculate settlements at the Haarajoki test embankment.” Competition programme competition materials Finnra Helsinki Finland.

3. Viscoplastic constitutive approach for rate-sensitive structured clays

4. Plastic anisotropy of soft reconstituted clays

Cited by 27 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. One-dimensional piecewise-linear large-strain consolidation model for soft clay with anisotropic creep behaviour;European Journal of Environmental and Civil Engineering;2023-10-08

2. A simple creep model for soft clay incorporating its deviatoric features;Bulletin of Engineering Geology and the Environment;2023-08-30

3. Surrogate-assisted uncertainty modeling of embankment settlement;Computers and Geotechnics;2023-07

4. Multi-fidelity data-driven modelling of rate-dependent behaviour of soft clays;Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards;2022-11-29

5. Double image stress point bounding surface model for monotonic and cyclic loading on anisotropic clays;Acta Geotechnica;2022-11-08