Loading behaviour of small scale single pile in unsaturated clayey soil-Reference-Cited by-同舟云学术

Loading behaviour of small scale single pile in unsaturated clayey soil

Published:2014-05 Issue:sup2 Volume:18 Page:S2-177-S2-181
ISSN:1432-8917
Container-title:Materials Research Innovations
language:en
Short-container-title:Materials Research Innovations

Author:

Chung S-H.¹,Yang S-R.²

Affiliation:

1. Department of Civil Engineering and Environmental InformaticsMinghsin University of Science and Technology, Xinfeng, Hsinchu 30401, Taiwan

2. Department of Civil EngineeringNational Pingtung University of Science and Technology, Neipu, Pingtung 91201, Taiwan

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science

Link

https://www.tandfonline.com/doi/pdf/10.1179/1432891714Z.000000000390

Reference17 articles.

1. Georgiadis K, Potts DM and Zdravkovic L: ‘Behavior of a footing on a partially saturated soil’, Proc. 8th Int. Symp. NUMOG VIII: ‘Numerical models in geomechnics’, Rome, Italy, April 2002, Taylor & Francis, 451–456.

2. Bearing Capacity of Model Footings in Unsaturated Soils

3. Oh WT and Vanapalli SK: ‘A simple method to estimate the bearing capacity of unsaturated fine-grained soils’, Proc. 62nd Canadian Geotechnical Conf. and 10th Joint CGS/IAH-CNS Groundwater Conf., Halifax, NS, Canada, September 2009, Canadian Geotechnical Society, 234–241.

4. Vanapalli SK and Oh WT: ‘Interpretation of the bearing capacity of an unsaturated soils extending the effective and total stress approaches’, Proc. 5th Int. Conf. on ‘Unsaturated soils’, Barcelona, Spain, September 2010, CRC Press, 1223–1229.

5. Wang G and Sitar N: ‘Numerical analysis of piles in elastoplastic soils under axial loading’, Proc. 17th ASCE Engineering Mechanics Conf., Newark, DE, USA, June 2004, University of Delaware, 1–8.

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