Geomechanics and Engineering

  • 제11권6호
  • /
  • Pages.805-820
  • /
  • 2016
  • /
  • 2005-307X(pISSN)
  • /
  • 2092-6219(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

A study on the liquefaction risk in seismic design of foundations

  • 투고 : 2015.02.13
  • 심사 : 2016.08.01
  • 발행 : 2016.12.12
⟨ 이전 논문 다음 논문 ⟩

초록

A fully coupled non-linear effective stress response finite difference (FD) model is built to survey the counter-intuitive recent findings on the reliance of pore water pressure ratio on foundation contact pressure. Two alternative design scenarios for a benchmark problem are explored and contrasted in the light of construction emission rates using the EFFC-DFI methodology. A strain-hardening effective stress plasticity model is adopted to simulate the dynamic loading. A combination of input motions, contact pressure, initial vertical total pressure and distance to foundation centreline are employed, as model variables, to further investigate the control of permanent and variable actions on the residual pore pressure ratio. The model is verified against the Ghosh and Madabhushi high acceleration field test database. The outputs of this work are aimed to improve the current computer-aided seismic foundation design that relies on ground's packing state and consistency. The results confirm that on seismic excitation of shallow foundations, the likelihood of effective stress loss is greater in deeper depths and across free field. For the benchmark problem, adopting a shallow foundation system instead of piled foundation benefitted in a 75% less emission rate, a marked proportion of which is owed to reduced materials and haulage carbon cost.

키워드

참고문헌

  1. Abate, G., Caruso, C., Massimino, M.R. and Maugeri, M. (2007), "Validation of a new soil constitutive model for cyclic loading by FEM analysis", (H. Ling, L. Callisto, D. Leshchinsky and J. Koseki Eds.), Soil Stress-Strain Behavior: Measurement, Modeling and Analysis, Springer, The Netherlands, pp. 759-768.
  2. Abate, G., Caruso, C., Massimino, M.R. and Maugeri, M. (2008), "Evaluation of shallow foundation settlements by an elasto-plastic kinematic-isotropic hardening numerical model for granular soil", Geomech. Geoeng., 3(1), 27-40. https://doi.org/10.1080/17486020701862174
  3. Abate, G., Massimino, M.R., Maugeri, M. and Wood, D.M. (2010), "Numerical modelling of a shaking table test for soil-foundation-superstructure interaction by means of a soil constitutive model implemented in a FEM code", Geotech. Geol. Eng., 28(1), 37-59. https://doi.org/10.1007/s10706-009-9275-y
  4. Bertalot, D. and Brennan, A.J. (2015), "Influence of initial stress distribution on liquefaction-induced settlement of shallow foundations", Geotechnique, 65(5), 418-428. https://doi.org/10.1680/geot.SIP.15.P.002
  5. Bertalot, D., Brennan, A.J. and Villalobos, F.A. (2013), "Influence of bearing pressure on liquefaction-induced settlement of shallow foundations", Geotechnique, 63(5), 391-399. https://doi.org/10.1680/geot.11.P.040
  6. BS EN 15804+A1 (2013), Sustainability of construction works, Environmental product declarations, Core rules for the product category of construction products, British Standard, London, UK.
  7. Chian, S.C., Tokimatsu, K. and Madabhushi, S.P.G. (2014), "Soil liquefaction-induced uplift of underground structures: physical and numerical modeling", J. Geotech. Geoenviron. Eng., 140(10).
  8. Ghosh, B. and Madabhushi, S.P.G. (2004), "Dynamic soil structure interaction for layered and inhomogeneous ground: a comparative study", Proceedings of the 13th World Conference on Earthquake Engineering, Vancouver, BC, Canada, August.
  9. Hashemi, M., Nikoudel, M.R., Moghaddas, N.H. and Khamehchiyan, M. (2013), "Engineering geological assessment of the Anzali coastal region to sustain urban planning and development", (Y. Huang, F. Wu, Z. Shi and B. Ye Eds.), New Frontiers in Engineering Geology and the Environment, pp. 135-140.
  10. Hashemi, M., Nikoudel, M.R., Khamehchiyan, M. and Hafezi Moghadas, N. (2014), "Engineering geology and geohazards of Sefidrud delta, South Caspian coast", (G. Lollino, A. Manconi, J. Locat, Y. Huang and M. Canals Artigas Eds.), Engineering Geology for Society and Territory, Volume 4; pp. 77-83.
  11. James, M., Aubertin, M., Wijewickreme, D. and Wilson, G.W. (2011), "A laboratory investigation of the dynamic properties of tailings", Can. Geotech. J., 48(11), 1587-1600. https://doi.org/10.1139/t11-060
  12. Kuhlemeyer, R.L. and Lysmer, J. (1973), "Finite element method accuracy for wave propagation problems", J. Soil Mech. Found. Div., 99(5), 421-427.
  13. Majidi, A., Sharifi Soltani, A. and Litkouhi, S. (2007), "Mitigation of liquefaction hazard by dynamic compaction", Proceedings of the ICE Ground Improvement, 11(3), 137-143. https://doi.org/10.1680/grim.2007.11.3.137
  14. Martin, G.R., Seed, H.B. and Finn, W.D.L. (1975), "Fundamentals of liquefaction under cyclic loading", ASCE J. Geotech. Eng. Div., 101(5), 423-438.
  15. Massimino, X. and Maugeri, X. (2013), "Physical modelling of shaking table tests on dynamic soil-foundation interaction and numerical and analytical simulation", Soil Dyn. Earthq. Eng., 49, 1-18. https://doi.org/10.1016/j.soildyn.2013.01.023
  16. Maugeri, M., Abate, G. and Massimino, M.R. (2012), "Soil-Structure Interaction for Seismic Improvement of Noto Cathedral (Italy)", Special Topics in Earthquake Geotechnical Engineering in Geotechnical; (M.A. Sakr and A. Ansal Eds.), Geotechnical, Geological and Earthquake Engineering Series, Volume 16; pp. 217-239.
  17. Naeini, S.A. and Gholampoor, N. (2014), "Cyclic behaviour of dry silty sand reinforced with a geotextile", Geotext. Geomembr., 42(6), 611-619. https://doi.org/10.1016/j.geotexmem.2014.10.003
  18. Romeo, R.W., Amoroso, S., Facciorusso, J., Lenti, L., Madiai, C., Martino, S., Monaco, P., Rinaldis, D. and Totani, F. (2015), "Soil liquefaction during the Emilia, 2012 seismic sequence: investigation and analysis", Eng. Geol. Soc. Territory, 5, 1107-1110.
  19. Sawicki, A. and Mierczyński, J. (2015), "Discussion of "Soil liquefaction-induced uplift of underground structures: physical and numerical modeling" by Siau Chen Chian, Kohji Tokimatsu, and Santana Phani Gopal Madabhushi", J. Geotech. Geoenviron. Eng., 141(9).
  20. Seed, H.B. (1987), "Design problems in soil liquefaction", J. Geotech. Eng., 113(8), 827-845. https://doi.org/10.1061/(ASCE)0733-9410(1987)113:8(827)
  21. Simpson, C. (2013), "F12: Farming Wind Energy", RenewableUK 2013, Birmingham, UK.
  22. Steedman, R.S., Ledbetter, R.H. and Hynes, M.E. (2000), Soil Dynamics and Liquefaction, American Society of Civil Engineers, Geotechnical Special Publication, Denver, CO, USA.
  23. Wang, G., Lan, H. and Yu, G. (2013), "Challenges and recent advances in geotechnical and seismic research and practices", Proceedings of the 2nd International Conference on Geotechnical and Earthquake Engineering, Chengdu, China, October.
  24. Wichtmann, T., Niemunis, A. and Triantafyllidis, T. (2004), "Strain accumulation in sand due to drained uniaxial cyclic loading", (T. Triantafyllidis Ed.), Cyclic Behaviour of Soils and Liquefaction Phenomena, Taylor & Francis Group, London, UK.
  25. Youd, T.L., Idriss, I.M., Andrus, R.D., Arango, I., Castro, G., Christian, J.T., Dobry, R., Finn, W.D.L., Leslie, F., Ishihara, K., Koester, J.P., Liao, S.S.C., Marcuson, W.F.I., Moriwaki, Y., Power, M.S., Robertson, P.K., Seed, R.B. and Stokoe, K.H.I. (2001), "Liquefaction resistance of soils: summary report from the 1996 NCEER and 1998 NCEER/NSF workshops on evaluation of liquefaction resistance of soils", J. Geotech. Geoenviron. Eng., 127(10), 817-833. https://doi.org/10.1061/(ASCE)1090-0241(2001)127:10(817)
  26. Zhang, W. and Goh, A.T.C. (2016), "Evaluating seismic liquefaction potential using multivariate adaptive regression splines and logistic regression", Geomech. Eng., Int. J., 10(3), 269-284. https://doi.org/10.12989/gae.2016.10.3.269

피인용 문헌

  1. Dynamic properties of gel-type biopolymer-treated sands evaluated by Resonant Column (RC) Tests vol.12, pp.5, 2017, https://doi.org/10.12989/gae.2017.12.5.815
  2. Anisotropic Behavior of Fiber-Reinforced Sands vol.31, pp.11, 2016, https://doi.org/10.1061/(asce)mt.1943-5533.0002917
  3. A set of failure variables for analyzing stability of slopes and tunnels vol.20, pp.3, 2016, https://doi.org/10.12989/gae.2020.20.3.175
  4. Incorporating ground motion effects into Sasaki and Tamura prediction equations of liquefaction-induced uplift of underground structures vol.22, pp.1, 2020, https://doi.org/10.12989/gae.2020.22.1.025
  5. Calibration of Finn Model and UBCSAND Model for Simplified Liquefaction Analysis Procedures vol.11, pp.11, 2021, https://doi.org/10.3390/app11115283