Bearing Capacity of Strip Footing on Hoek-Brown Rock Mass Subjected to Eccentric and Inclined Loading

This paper presents the numerical solutions for the bearing capacity of strip footing under inclined and eccentric loads on rock mass obeying the Hoek-Brown yield criterion. This study applies the lower and upper bound finite element limit analysis to evaluate the numerical solutions. The dimensionl...

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Published in	Transportation infrastructure geotechnology Vol. 8; no. 2; pp. 189 - 202
Main Authors	Keawsawasvong, Suraparb, Thongchom, Chanachai, Likitlersuang, Suched
Format	Journal Article
Language	English
Published	New York Springer US 01.06.2021 Springer Nature B.V
Subjects	Bearing capacity Boundary conditions Building Materials Civil engineering Dimensionless analysis Dimensionless numbers Eccentric loads Eccentricity Engineering Failure mechanisms Finite element method Footings Foundations Geoengineering Geotechnical Engineering & Applied Earth Sciences Geotechnology Hydraulics Infrastructure Limit analysis Load Parameters Rock masses Rocks Strip Technical Paper Upper bounds Yield criteria Yields Bearing capacity Strip footing Rock mass Hoek-Brown yield criterion Inclined and eccentric loading
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Abstract	This paper presents the numerical solutions for the bearing capacity of strip footing under inclined and eccentric loads on rock mass obeying the Hoek-Brown yield criterion. This study applies the lower and upper bound finite element limit analysis to evaluate the numerical solutions. The dimensionless parameters including the geological strength index and the yield parameter of rock as well as the inclined angle and eccentricity of load are considered. The influences of all considered dimensionless parameters on the bearing capacity factors are demonstrated and discussed. Finally, the failure mechanisms of strip footing subjected to inclined and eccentric load on Hoek-Brown rock mass are illustrated to portray the effects of all considered dimensionless parameters.
AbstractList	This paper presents the numerical solutions for the bearing capacity of strip footing under inclined and eccentric loads on rock mass obeying the Hoek-Brown yield criterion. This study applies the lower and upper bound finite element limit analysis to evaluate the numerical solutions. The dimensionless parameters including the geological strength index and the yield parameter of rock as well as the inclined angle and eccentricity of load are considered. The influences of all considered dimensionless parameters on the bearing capacity factors are demonstrated and discussed. Finally, the failure mechanisms of strip footing subjected to inclined and eccentric load on Hoek-Brown rock mass are illustrated to portray the effects of all considered dimensionless parameters.
Author	Keawsawasvong, Suraparb Thongchom, Chanachai Likitlersuang, Suched
Author_xml	– sequence: 1 givenname: Suraparb orcidid: 0000-0002-1760-9838 surname: Keawsawasvong fullname: Keawsawasvong, Suraparb email: suraparb@hotmail.com organization: Department of Civil Engineering, Thammasat School of Engineering, Thammasat University – sequence: 2 givenname: Chanachai surname: Thongchom fullname: Thongchom, Chanachai organization: Department of Civil Engineering, Thammasat School of Engineering, Thammasat University – sequence: 3 givenname: Suched surname: Likitlersuang fullname: Likitlersuang, Suched organization: Centre of Excellence in Geotechnical and Geoenvironmental Engineering, Department of Civil Engineering, Faculty of Engineering, Chulalongkorn University
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References_xml	– reference: SerranoAOlallaCUltimate bearing capacity of rock massesInt. J. Rock Mech. Min. Sci. Geomech. Abstr.19943129310610.1016/0148-9062(94)92799-5 – reference: TerzaghiKTheoretical soil mechanics1943New YorkWiley10.1002/9780470172766 – reference: Krabbenhoft, K., Lyamin, A., Krabbenhoft, J.: Optum computational engineering (OptumG2). (2015). Available on: <www.optumce.com> – reference: KrabbenhoftSDamkildeLKrabbenhoftKLower bound calculations of the bearing capacity of eccentrically loaded footings in cohesionless soilCan. Geotech. J.201249329831010.1139/t11-103 – reference: SaadaZMaghousSGarnierDBearing capacity of shallow foundations on rocks obeying a modified Hoek-Brown failure criterionComput. Geotech.20083514415410.1016/j.compgeo.2007.06.003 – reference: YangXLYinJHUpper bound solution for ultimate bearing capacity with modified Hoek-Brown failure criterionInt. J. Rock Mech. Min. Sci.20054255056010.1016/j.ijrmms.2005.03.002 – reference: HjiajMLyaminAVSloanSWBearing capacity of a cohesive-frictional soil under non-eccentric inclined loadingComput. Geotech.200431649151610.1016/j.compgeo.2004.06.001 – reference: MeyerhofGGSome recent research on the bearing capacity of foundationsCan. Geotech. J.196311162610.1139/t63-003 – reference: HoekEBrownETEmpirical strength criterion for rock massesJ. Geotech. Eng. Div.198010691013103510.1061/AJGEB6.0001029 – reference: KrabbenhoftSDamkildeLKrabbenhoftKBearing capacity of strip footings in cohesionless soil subject to eccentric and inclined loadsInt. J. Geomech20141430401400310.1061/(ASCE)GM.1943-5622.0000332 – reference: Hoek, E., Carranza-Torres, C., Corkum, B.: Hoek–Brown failure criterion—2002 edition. In: Proceedings of the North American rock mechanics society meeting in Toronto, Canada (2002) – reference: KumarJMohapatraDLower-bound finite elements limit analysis for Hoek-Brown materials using semidefinite programmingJ. Eng. Mech.201714390401707710.1061/(ASCE)EM.1943-7889.0001296 – reference: MerifieldRSLyaminAVSloanSWLimit analysis solutions for the bearing capacity of rock masses using the generalized Hoek-Brown criterionInt. J. Rock Mech. Min. Sci.200643692093710.1016/j.ijrmms.2006.02.001 – reference: LoukidisDChakrabortyTSalgadoRBearing capacity of strip footings on purely frictional soil under eccentric and inclined loadsCan. Geotech. J.200845676878710.1139/T08-015 – reference: UkritchonBKeawsawasvongSThree-dimensional lower bound finite element limit analysis of Hoek-Brown material using semidefinite programmingComput. Geotech.201810424827010.1016/j.compgeo.2018.09.002 – reference: HansenJBA revised and extended formula for bearing capacity. Bulletin No. 28Danish Geotechnical Institute197028511 – reference: TaiebatHACarterJPBearing capacity of strip and circular foundations on undrained clay subjected to eccentric loadsGéotechnique2002521616410.1680/geot.2002.52.1.61 – reference: Chihi, O., Saada, Z.: Bearing capacity of strip footing on rock under inclined and eccentric load using the generalized Hoek-Brown criterion. Eur. J. Environ. Civ. Eng. (2020). https://doi.org/10.1080/19648189.2020.1757513 – reference: ZhengGZhaoJZhouHZhangTUltimate bearing capacity of strip footings on sand overlying clay under inclined loadingComput. Geotech.201910626627310.1016/j.compgeo.2018.11.003 – reference: SerranoAOlallaCUltimate bearing capacity of an anisotropic discontinuous rock mass, part I: basic modes of failureInt. J. Rock Mech. Min. 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SubjectTerms	Bearing capacity Boundary conditions Building Materials Civil engineering Dimensionless analysis Dimensionless numbers Eccentric loads Eccentricity Engineering Failure mechanisms Finite element method Footings Foundations Geoengineering Geotechnical Engineering & Applied Earth Sciences Geotechnology Hydraulics Infrastructure Limit analysis Load Parameters Rock masses Rocks Strip Technical Paper Upper bounds Yield criteria Yields
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Title	Bearing Capacity of Strip Footing on Hoek-Brown Rock Mass Subjected to Eccentric and Inclined Loading
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