Influence of Installation Effects on Pile Bearing Capacity in Cohesive Soils – Large Deformation Analysis Via Finite Element Method
By:
References
- [1] ATKINSON J., The mechanics of soils and foundations, CRC Press, 2007.
- [2] BIENEN B., QIU G., PUCKER T., CPT correlation developed from numerical analysis to predict jack-up foundation penetration into sand overlying clay, Ocean Engineering, 2015, 108, 216-226, DOI: 10.1016/j.oceaneng.2015.08.009.
- [3] CHEN X., ZHANG J., XIAO Y., LI J., Effect of roughness on shear behavior of red clay-concrete interface in large-scale direct shear tests, Canadian Geotechnical Journal, 2015, 52(8), 1122-1135, DOI: 10.1139/cgj-2014-0399.
- [4] CHIN F.K., Estimation of the ultimate load of piles not carried to failure, In 2nd Southeast Asia Conference on Soil Engineering, 11-15 June 1970, 81-90. Singapore: Southeast Asian Society of Soil Engineering.
- [5] Dassault Systémes, 2013. Abaqus 6.13 Analysis User’s Guide, Dassault Systèmes.
- [6] DOHERTY P., GAVIN K., Pile aging in cohesive soils, Journal of Geotechnical and Geoenvironmental Engineering, 2013, 139(9), 1620-1624, DOI: 10.1061/(ASCE)GT.1943-5606.0000884.
- [7] GRABE J., HENKE S., PUCKER T., HAMANN T., CEL: simulations for soil plugging, screwed pile installation and deep vibration compaction, [in:] M.A. Hicks, J. Dijkstra, M. Lloret-Cabot, M. Karstunen (eds.), International Conference on Installation Effects in Geotechnical Engineering, (pp. 118-127). London: Taylor and Francis Group, 2013, DOI: 10.1201/b13890-19.
- [8] HAMANN T., QIU G., GRABE J., Application of a Coupled Eulerian- Lagrangian approach on pile installation problems under partially drained conditions, Computers and Geotechnics, 2015, 63, 279-290, DOI: 10.1016/j.compgeo.2014.10.006.
- [9] JIANGTAO Y., Centrifuge and Numerical Modelling of Sand Compaction Pile Installation, Phd Thesis, National University of Singapore, Singapore. 2009.
- [10] KOMURKA V.E., WAGNER A.B., EDIL T.B., A Review of Pile Set-Up, Proc., 51st Annual Geotechnical Engineering Conference 2003.
- [11] KONKOL J., Numerical estimation of the pile toe and shaft unit resistances during the installation process in sands, Studia Geotechnica et Mechanica, 2015, 37(1), 37-44, DOI: 10.1515/sgem-2015-0005
- [12] KONKOL J., BAŁACHOWSKI L., Large deformation finite element analysis of undrained pile installation, Studia Geotechnica et Mechanica, 2016, 38(1), 45-54, DOI: 10.1515/sgem-2016-0005.
- [13] LARISCH M., Behaviour of stiff, fine-grained soil during the installation of screw auger displacement piles, Phd Thesis. University of Queensland, Queensland, Australia 2014.
- [14] LONG J., KERRIGAN J., WYSOCKEY M., Measured time effects for axial capacity of driven piling, Transportation Research Record: Journal of the Transportation Research Board, 1999, (1663), 8-15, DOI: 10.3141/1663-02.
- [15] MABSOUT M.E., TASSOULAS J.L., A finite element model for the simulation of pile driving, International Journal for numerical methods in Engineering, 1994, 37(2), 257-278, DOI: 10.1002/nme.1620370206.
- [16] NOH W.F., CEL: a time-dependent, two-space-dimensional, coupled Eulerian-Lagrangian code, Lawrence Radiation Lab., Univ. of California, Livermore 1963.
- [17] QIU G., HENKE S., GRABE J., Application of a Coupled Eulerian- Lagrangian approach on geomechanical problems involving large deformations, Computers and Geotechnics, 2911, 38(1), 30-39, DOI: 10.1016/j.compgeo.2010.09.002.
- [18] RANDOLPH M.F., CARTER J.P., WROTH C.P., Driven piles in clay-the effects of installation and subsequent consolidation, Geotechnique, 1979, 29(4), 361-393, DOI: 10.1680/ geot.1979.29.4.361.
- [19] SCHMERTMANN J.H., The mechanical aging of soils, Journal of Geotechnical Engineering, 1991, 117(9), 1288-1330, DOI: 10.1061/(ASCE)0733-9410(1991)117:9(1288).
- [20] TOMLINSON M., WOODWARD J., Pile design and construction practice, CRC Press 2014.
- [21] VARDANEGA P.J., BOLTON M.D., Stiffness of clays and silts: Normalizing shear modulus and shear strain, Journal of Geotechnical and Geoenvironmental Engineering, 2013, 139(9), 1575-1589, DOI: 10.1061/(ASCE)GT.1943-5606.0000887.
- [22] WROTH C.P., The interpretation of in situ soil tests, Geotechnique, 1984, 34(4), 449-489, DOI: 10.1680/geot.1984.34.4.449
Language: English
Page range: 27 - 38
Published on: May 17, 2017
Published by: Wroclaw University of Science and Technology
In partnership with: Paradigm Publishing Services
Publication frequency: 4 times per year
Related subjects:
© 2017 Jakub Konkol, Lech Bałachowski, published by Wroclaw University of Science and Technology
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.