A Three-Dimensional (3D) Semi-analytical Solution for the Ultimate End-Bearing Capacity of Rock-Socketed Shafts

Zilin Li1, Hehua Zhu2, Lianyang Zhang1
1Department of Civil and Architectural Engineering and Mechanics, The University of Arizona, Tucson, AZ, 85716, USA
2Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China

Tóm tắt

Từ khóa


Tài liệu tham khảo

ASSHTO (1996) Standard specifications for highway bridges, 16th edn. American Association of Stata Highway and Transportation Officials, Washington, D.C.

ASSHTO (2014) LRFD bridge design specifications, 7th edn. American Association of Stata Highway and Transportation Officials, Washington, D.C.

Bieniawski ZT (1989) Engineering rock mass classifications. Wiley, Rotterdam

Bolton MD, Lau CK (1993) Vertical bearing capacity factors for circular and strip footings on Mohr-Coulomb soil. Can Geotech J 30:1024–1033

Brinkgreve RBJ, Kumarswamy S, Swolfs WM, Zampich L, Ragi MN (2019) Plaxis 2019—finite element code for soil and rock analysis. PLAXIS B.V, Netherlands

Cai YQ, Xu B, Cao ZG, Geng XY, Yuan ZG (2020) Solution of the ultimate bearing capacity at the tip of a pile in inclined rocks based on the Hoek–Brown criterion. Int J Rock Mech Min Sci 125:104140

Cao ZG, Xu B, Cai YQ, Galindo RA, Li C (2021) Solution of the ultimate bearing capacity at the tip of a pile in anisotropic discontinuous rock mass based on the Hoek–Brown criterion. Int J Geomech 21(2):04020254

CGS (2006) Canadian foundation engineering manual, 4th edn. Canadian Geotechnical Society, Toronto, Ont

Chen H, Zhu H, Zhang L (2021a) A unified constitutive model for rock based on newly modified GZZ criterion. Rock Mech Rock Eng 54:921–935. https://doi.org/10.1007/s00603-020-02293-y

Chen H, Zhu H, Zhang L (2021b) Analytical solution for deep circular tunnels in rock with consideration of disturbed zone, 3D strength and large strain. Rock Mech Rock Eng 54:1391–1410. https://doi.org/10.1007/s00603-020-02339-1

De Beer EE (1970) Experimental determination of the shape factors and the bearing capacity factors of sand. Géotechnique 20:387–411. https://doi.org/10.1680/geot.1970.20.4.387

EM 1110-1-2908 30 (1994) Engineering and design—rock foundations. Rock Mass Characterization Department of the Army US Army Corps of Engineers Washington, D.C.

Galindo RA, Serrano A, Olalla C (2017) Ultimate bearing capacity of rock masses based on modified Mohr–Coulomb strength criterion. Int J Rock Mech Min Sci 93:215–225

Gercek H (2007) Poisson’s ratio values for rocks. Int J Rock Mech Min Sci 44(1):1–13. https://doi.org/10.1016/j.ijrmms.2006.04.011

Gharsallaoui H, Jafari M, Holeyman A (2020) Pile end bearing capacity in rock mass using cavity expansion theory. J Rock Mech Geotech Eng 12:1103–1111

Hoek E, Brown ET (1997) Practical estimates of rock mass strength. Int J Rock Mech Min Sci Geomech Abstr 34:1165–1186

Hoek E, Carter TG, Diederichs MS (2013) Quantification of the geological strength index chart. In: 47th US Rock Mech./Geomech. Symp., San Francisco, Paper ARMA 13-672

Jafari M, Gharsallaoui H, Victor KH, Holeyman A (2019) End bearing response of open-ended pipe piles embedded in rock. Int J Rock Mech Min Sci 119:46–57

Kim SH (2003) prediction of end bearing for drilled shafts and suggestion for design guidelines of end bearing for drilled shaft in Florida limestone. M.S. thesis, University of Florida, Gainesville

Lau CK (1988) Scale effects in tests on footings. Ph.D. thesis, University of Cambridge, Cambridge

Leung CF, Ko HY (1993) Centrifuge model study of piles socketed in soft rock. Soils Found 33(3):80–91

Michalowski RL (1997) An estimate of the influence of soil weight on bearing capacity using limit analysis. Soils Found 37(4):421–428

Rehnman SE, Broms BB (1971) Bearing capacity of piles driven into rock. Can Geotech J 8:151–162

Serrano A, Olalla C (2002a) Ultimate bearing capacity at the tip of a pile in rock—part 1: theory. Int J Rock Mech Min Sci 39(7):833–846

Serrano A, Olalla C (2002b) Ultimate bearing capacity at the tip of a pile in rock—part II: application. Int J Rock Mech Min Sci 39:847–866

Serrano A, Olalla C, Galindo RA (2014) Ultimate bearing capacity at the tip of a pile in rock based on the modified Hoek–Brown criterion. Int J Rock Mech Min Sci 71(7):83–90

Sokolovskii VV (1960) Statics of soil media. Butterworth, London

Sokolovskii VV (1965) Statics of granular media. Pergamon Press, London

Soubra AH (1999) Upper-bound solutions for bearing capacity of foundations. J Geotech Geoenviron 125(1):59–68

Vesic AS (1973) On penetration resistance and bearing capacity of piles in sand. In: Proceedings of the 8th international conference on soil mechanics and foundation engineering, Moscow, pp 78–81

Yang XL, Yin JH (2005) Upper bound solution for ultimate bearing capacity with a modified Hoek–Brown failure criterion. Int J Rock Mech Min Sci 42(4):550–560. https://doi.org/10.1016/jijrmms.2005.03.002

Yasufuku N, Hyde AFL (1995) Pile end-bearing capacity in crushable sands. Géotechnique 45(4):663–676

Yodsomjai W, Keawsawasvong S, Lai VQ (2021) Limit analysis solutions for bearing capacity of ring foundations on rocks using Hoek–Brown failure criterion. Int J Geosynth Ground Eng 7:29. https://doi.org/10.1007/s40891-021-00281-y

Zhang L (2004) Drilled shafts in rock: analysis and design. Balkema, London