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Volume 35 Issue 3
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ZHANG Qi-yi. Ultimate bearing capacity of circular footing with six-degree-of-freedom under combined loading[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(3): 559-566.
Citation: ZHANG Qi-yi. Ultimate bearing capacity of circular footing with six-degree-of-freedom under combined loading[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(3): 559-566.
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Ultimate bearing capacity of circular footing with six-degree-of-freedom under combined loading

  • 2. Key Laboratory of Ocean Engineering of Shandong Province, Qingdao 266100, China

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  • Received Date: April 16, 2012
  • Published Date: March 24, 2013
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    • Abstract
  • Some footings of ocean engineering structures are always to withstand their own vertical gravity loads and the horizontal loads induced by sea waves and current, which makes the foundation subjected to concentrated force, overturning loads and torque loads. The above loading state including vertical, horizontal and overturning moment loads is termed as combined loading. It is very necessary for the safety of ocean engineering structures to study the ultimate bearing capacity and failure mode of submarine seabed. By use of the finite element analysis software ABAQUS and the elastic-plastic limit equilibrium theory of soils, the ultimate bearing capacity of three-dimensional circular footing with six-degrees-of-freedom is analyzed. Based on the above numerical results, the failure mode and ultimate bearing capacity of seabed under monotonic loading are released, and reasonable failure envelopes for submarine soils under circular footing are given. The present failure mode and failure envelope can be employed to reasonably estimate the bearing capacity of three-dimensional footing under combined loading.
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    • References (15)
  • [1]
    YUAN Fan-fan, ZHAN Yun-gang, LUAN Mao-tian. Bearing behavior of strip foundations on undrained two-layered subsoil subjected to eccentrical loading[M]// Recent Development of Geotechnical and Geo-environmental Engineering in Asia. Dalian: Dalian University of Technology Press. 2006.
    [2]
    ZHANG Q Y. Failure mode of foundation under combined loading[J]. The Electronic Journal of Geotechnical Engineering, 2008,13.
    [3]
    TAIEBAT H A, CARTER J P. Bearing capacity of strip and circular foundations on undrained clay subjected to eccentric loads[J]. Géotechnique, 2002,52(1):61-64.
    [4]
    MERIFIELD R S, NGUYEN V Q. Two and three-dimensional bearing-capacity solutions for footings on two-layered clays[J]. Journal of Geomechanics and Geoengineering, 2006,1(2):151-162.
    [5]
    MURFF J D. Limit analysis of multi-footing foundation systems[C]// Proceedings of the 8th International Conference on Computer Methods and Advances in Geomechanics. SIRIWARDANE H J, ZAMAN M. Rotterdam: Balkema,1994:233-244.
    [6]
    BRANSBY M F, RANDOLPH M F. Combined loading of skirted foundations[J]. Géotechnique, 1998,48(5):637-655.
    [7]
    UKRITCHON B, WHITTLE A J, SLOAN S W. Undrained limit analysis for combined loading of strip footings on clay[J]. Journal of Geotechnical and Geoenvironmental Engineering, ASCE,1999, 124(3):265-276.
    [8]
    SALENCON J, PECKER A. Ultimate bearing capacity of shallow foundations under inclined and eccentric loads. Part I. purely cohesive soils[J]. European Journal of Mechanics and Applied Solids, 1995,14:349-375.
    [9]
    TAIEBAT H A, CARTER J P. Numerical studies of the bearing capacity of shallow footings of cohesive soil subjected to combined loading[J]. Géotechnique, 2000,50(4):409-418.
    [10]
    GOURVENEC S, RANDOLPH M. Effect of strength non- homogeneity on the shape of failure envelopes combined loading of strip and circular foundations on clay[J]. Géotechnique, 2003,53(6):575-586.
    [11]
    ZHANG Qi-yi, LUAN Mao-tian, WANG Zhong-tao. Study on failure mechanism and bearing capacity of three-dimensional rectangular footing subjected to combined loading[J]. China Ocean Engineering, 2008,22(2):313-330.
    [12]
    BUTTERFIELD R, HOULSBY G T, GOTTARDI G. Standardized sign conventions and notation for generally loaded foundations[J]. Géotechnique, 1997,47(5):1051-1054.
    [13]
    TAN F S. Centrifuge and theoretical modelling of conical footings on sand[D]. London: Cambridge University, 1990.
    [14]
    SKEMPTON A W. The bearing capacity of clay[M]// Building Research Congress, eds. Selected Papers on Soil Mechanics, London: Thomas Telford Limited,1984.
    [15]
    GREEN A P. The plastic yielding of metal junctions due to combined shear and pressure[J]. Journal of the Mechanics and Physics of Solids, 1954,2:197-211.
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