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Research on optimum design method of cushion thickness in composite foundation under rigid base

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
At present, the cushion thickness of composite foundation under rigid base is mostly selected by the experience of the engineer, which is of great arbitrariness. In order to improve this problem, the optimum design method of cushion thickness is proposed by theoretical research. First, the stress diffusion line in the cushion is assumed to be a quadratic curve, and the critical diffusion thickness of the pile top stress is obtained. Then, by analyzing the relative deformation between soil and pile, pile top penetration into the critical cushion thickness is proposed. Finally, based on the relationship between stress ratio of pile to soil and cushion thickness, the calculation method of optimum cushion thickness is put forward. The application of engineering cases shows that the proposed method has better calculation results, which attests to the correctness of the method. The method can be used for the optimal design of cushion thickness of single-type-pile or multi-type-pile composite foundation.
Twórcy
autor
  • Hubei University of Arts and Science, College of Civil Engineering and Architecture, Hubei, China
autor
  • Hubei University of Arts and Science, College of Civil Engineering and Architecture, Hubei, China
Bibliografia
  • [1] D. Muir-wood,W. Hu and D.F.T. Nash, “Group effects in stone column foundations: model tests”, Geotechnique, vol. 50, no. 6, pp. 689-698, 2000, doi: 10.1680/geot.2000.50.6.689.
  • [2] J.J. Zheng, Y. Liu, Y.T. Pan, and J. Hu, “Statistical evaluation of the load-settlement response of a multicolumn composite foundation”, International Journal of Geomechanics, vol. 18, no. 4, art. no. 04018015, 2018, doi: 10.1061/(ASCE)GM.1943-5622.0001124.
  • [3] R.Q. Lang, C.H. Ma, L.Q. Sun, S. Lin, S.W. Yan, Z.L. Huo, and W.C. Yang, “Three-dimensional modeling on load-transferring mechanism of rigid pile-net composite foundation”, International Journal of Geomechanics, vol. 22, no. 7, art. no. 4022097, 2022, doi: 10.1061/(ASCE)GM.1943-5622.0002441.
  • [4] L.C. Miao, F. Wang, and W.H. Lv, “A simplified calculation method for stress concentration ratio of composite foundation with rigid piles”, KSCE Journal of Civil Engineering, vol. 22, no. 9, pp. 3263-3270, 2018, doi: 10.1007/s12205-018-1558-5.
  • [5] W. H. Lu and L.C. Miao, “A simplified 2-D evaluation method of arching effect for geosynthetic-reinforced and pile-supported embankment”, Computer and Geotechnics, vol. 65, pp. 97-103, 2015, doi: 10.1016/j.compgeo.2014.11.014.
  • [6] R.Q. Lang, H. Xiong, L.Q. Sun, and Y.D. Zhou, “A simplified prediction method for additional stress on underlying layer of rigid pile-net composite foundation”, European Journal of Environmental and Civil Engineering, vol. 26, no. 12, pp. 5696-5715, 2022, doi: 10.1080/19648189.2021.1916603.
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  • [8] P. Halder and B. Manna, “Large scale model testing to investigate the influence of granular cushion layer on the performance of disconnected piled raft system”, Acta Geotechnica, vol. 16, no. 5, pp. 1597-1614, 2021, doi: 10.1007/s11440-020-01121-5.
  • [9] A.S. Azizkandi, H. Rasouli, and M.H. Baziar, “Load sharing and carrying mechanism of piles in nonconnected pile rafts using a numerical approach”, International Journal of Civil Engineering, vol. 17, no. 6, pp. 793-808, 2019, doi: 10.1007/s40999-018-0356-2.
  • [10] Y.T. Chen, G.J.Wang, F.Q. Meng, and Y. Xu, “Application and analysis of the geotextile composite cushion in the ground improvement of the new dredger fill”, Chinese Journal of Geotechnical Engineering, vol. 38, no. S1, pp. 169-172, 2016.
  • [11] M. Liu, C. Liu, and X. Li, “The study on the influence of pile length-diameter ratio on the working performance of the rigid pile composite foundation”, Revista De La Facultad De Ingenieria, vol. 32, no. 6, pp. 323-334, 2017.
  • [12] G. Zheng, X.Y. Yang, H.Z. Zhou, and J.Y. Sun, “Stability and control strategy of ground improved with rigid piles to support embankments based on progressive failure”, Chinese Journal of Geotechnical Engineering, vol. 39, no. 4, pp. 581-591, 2017.
  • [13] Q.Y. Lu, Q. Luo, and L.W. Jiang, “Calculation of stress ratio of rigid pile to composite embankment”, Rock and Soil Mechanics, vol. 39, no. 7, pp. 2473-2482, 2018, doi: 10.16285/j.rsm.2017.0091.
  • [14] Z.Z. Wang, W.M. Gong, G.L. Dai, X.Y. Wang, L.L. Li, and G. Xiao, “Field test on composite foundation with thick cushion and sand pile group”, Rock and Soil Mechanics, vol. 39, no. 10, pp. 3755-3762, 2018, doi: 10.16285/j.rsm.2017.0068.
  • [15] G.B. Ye, Y.S. Cai, and Z. Zhang, “Research on calculation of pile-soil stress ratio for composite foundation reinforced by stiffened deep mixed piles”, Rock and Soil Mechanics, vol. 37, no. 3, pp. 672-678, 2016, doi: 10.16285/j.rsm.2016.03.008.
  • [16] Q. Mao and X.N. Gong, “Research on the properties of cushion of the composite ground”, Rock and Soil Mechanics, vol. 19, no. 2, pp. 67-73, 1998.
  • [17] L.X. Zhou, M.S. Wang, D.L. Zhang, H.W. Tong, and S.W. Tian, “Study of the soil arching effect and the pile-soil stress ratio of composite ground”, China Civil Engineering Journal, vol. 44, no. 1, pp. 93-99, 2011, doi: 10.15951/j.tmgcxb.2011.01.017.
  • [18] N.Y. Wang, “Theoretical analysis for design of soft-mattres pad on composite foundation”, Building Structure, no. 12, pp. 24-26, 1999, doi: 10.19701/j.jzjg.1999.12.006.
  • [19] Y.J. Chi, W. Shen, and E.X. Song, “Discussion on pile soil relationship between failure model of cushion and stress ratio”, Industrial Construction, vol. 31, no. 11, pp. 9-11, 2001.
  • [20] J.J. Zheng, J. Chen, H.B. Luo, and Y.E. Lu, “Analyzing failure modes and appropriate thickness of the cushion on rigid pile composite ground”, Journal of Huazhong University of Science and Technology (Natural Science Edition), vol. 36, no. 7, pp. 120-123, 2008, doi: 10.13245/j.hust.2008.07.013.
  • [21] W.F. Kabeta, “Effects of full displacement pile installation on the stress and deformation state of surrounding soil: review”, Archives of Civil Engineering, vol. 68, no. 4, pp. 445-466, 2022, doi: 10.24425/ace.2022.143048.
  • [22] A.J. Zhou and B. Li, “Experimental study and finite element analysis of cushion in CFG pile composite foundation”, Rock and Soil Mechanics, vol. 31, no. 6, pp. 1803-1808, 2010, doi: 10.16285/j.rsm.2010.06.051.
  • [23] Y. Jiang, “Research on cushion of rigid-pile composite foundation”, M.A. thesis, Zhengzhou University, China, 2010.
  • [24] X.H. Sun, “Effects of foundation rigidity and cushion thickness on rigid pile composite foundation bearing capacity”, PhD thesis, China Academy of Building Research, China, 2010.
  • [25] G. Zheng, S.J. Liu, and Z.C. Wu, “Study on behavior of rigid pile composite ground with different cushion thicknesses”, Rock and Soil Mechanics, vol. 27, no. 8, pp. 1357-1360, 2006, doi: 10.16285/j.rsm. 2006.08.026.
  • [26] JGJ 79-2012 Technical code for ground treatment of buildings. Ministry of Housing and Urban-Rural Development of the People’s Republic of China, China Architecture & Building Press, Beijing, 2012.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-ca1d8297-8cb6-4adc-9d13-c31bd01b4aad
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