Finite Element Evaluation of Vertical Bearing Capacity Factors $$N_{c}^{\prime }$$ N c ′ , $$N_{q}^{\prime }$$ N q ′ and $$N_{\gamma }^{\prime }$$ N γ ′ for Ring Footings-Reference-Cited by-同舟云学术

Finite Element Evaluation of Vertical Bearing Capacity Factors $$N_{c}^{\prime }$$ N c ′ , $$N_{q}^{\prime }$$ N q ′ and $$N_{\gamma }^{\prime }$$ N γ ′ for Ring Footings

Published:2018-07-25 Issue:2 Volume:37 Page:741-754
ISSN:0960-3182
Container-title:Geotechnical and Geological Engineering
language:en
Short-container-title:Geotech Geol Eng

Author:

Chavda Jitesh T.^ORCID,Dodagoudar G. R.

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Link

http://link.springer.com/content/pdf/10.1007/s10706-018-0645-1.pdf

Reference35 articles.

1. Benmebarek S, Remadna MS, Benmebarek N, Belounar L (2012) Numerical evaluation of bearing capacity factor Nγ ′ of ring footings. Comput Geotech 44:132–138

2. Benmebarek S, Saifi I, Benmebarek N (2017) Undrained vertical bearing capacity factors for ring shallow footings. Geotech Geol Eng 35(1):355–364

3. Boushehrian JH, Hataf N (2003) Experimental and numerical investigation of the bearing capacity of model circular and ring footings on reinforced sand. Geotext Geomembr 21(4):241–256

4. Burd HJ, Yu H, Houlsby GT (1989) Finite element implementation of friction plasticity models with dilation. In: Proceedings of international conference on constitutive laws for engineering materials, vol 2. Academic Publishers, pp 783–788

5. Caquot A, Kérisel J (1953) Sur le terme de surface dans le calcul des fondations en milieu pulvérulent. In: 3rd international conference on soil mechanics foundation engineering, vol 1. Zurich, pp 336–337

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