Use of a non-associated flow rule for determining the stability of a vertical circular excavation-Reference-Cited by-同舟云学术

Use of a non-associated flow rule for determining the stability of a vertical circular excavation

Published:2018-02-24 Issue:1 Volume:14 Page:247-252
ISSN:1861-1125
Container-title:Acta Geotechnica
language:en
Short-container-title:Acta Geotech.

Author:

Chakraborty Debarghya

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

http://link.springer.com/article/10.1007/s11440-018-0633-x/fulltext.html

Reference8 articles.

1. Davis EH (1968) Theories of plasticity and the failure of soil masses. In: Lee IK (ed) Soil mechanics: selected topics. Butterworth, London, pp 341–380

2. Drescher A, Detournay E (1993) Limit load in translational failure mechanisms for associative and non-associative materials. Géotechnique 43(3):443–456

3. Kumar J, Chakraborty D (2012) Stability number for an unsupported vertical excavation in c–ϕ soil. Comput Geotech 39:79–84

4. Kumar J, Chakraborty M, Sahoo JP (2014) Stability of unsupported vertical circular excavation. J Geotech Geoenviron Eng ASCE 140(7):04014028

5. Lyamin AV, Sloan SW (2002) Upper bound limit analysis using linear finite elements and non-linear programming. Int J Numer Anal Meth Geomech 26(2):181–216

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