Skip to main content
Top

2022 | OriginalPaper | Chapter

Three-Dimensional Numerical Simulations of Granular Column Improved Layered Liquefiable Soil Deposit

Activate our intelligent search to find suitable subject content or patents.

search-config
loading …

Abstract

This paper presents numerical analysis on the mitigation effect of granular columns for layered liquefiable soil deposit. 3D simulations of the centrifuge shaking table tests conducted at the University of Colorado Boulder’s 400 g-ton centrifuge facility are using a plasticity constitutive model for large post-liquefaction deformation of sand (CycLiq), via the FLAC3D finite difference code. The simulations investigate the response of a layered liquefiable soil deposit improved by granular columns, under horizontal Kobe earthquake motion input. The results suggest that the constitutive model and FLAC3D simulation method can be used to successfully capture the seismic response of granular columns improved liquefiable ground. Granular columns can significantly enhance drainage, which suppresses the build-up of excess pore pressure and increases the rate of excess pore pressure dissipation. Meanwhile, it also reinforces the ground by reducing the horizontal and vertical displacements.

Dont have a licence yet? Then find out more about our products and how to get one now:

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

  • über 102.000 Bücher
  • über 537 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Maschinenbau + Werkstoffe
  • Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 390 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Maschinenbau + Werkstoffe




 

Jetzt Wissensvorsprung sichern!

Springer Professional "Wirtschaft"

Online-Abonnement

Mit Springer Professional "Wirtschaft" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 340 Zeitschriften

aus folgenden Fachgebieten:

  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Versicherung + Risiko




Jetzt Wissensvorsprung sichern!

Literature
1.
go back to reference Hausler, E.A., Sitar, N.: Performance of soil improvement techniques in earthquakes. In: 4th International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, San Diego, USA (2001) Hausler, E.A., Sitar, N.: Performance of soil improvement techniques in earthquakes. In: 4th International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, San Diego, USA (2001)
2.
go back to reference Seed, H.B., Booker, J.R.: Stabilization of potentially liquefiable sand deposits using gravel drains. J. Geotech. Eng. Div. 107(7), 757–768 (1977)CrossRef Seed, H.B., Booker, J.R.: Stabilization of potentially liquefiable sand deposits using gravel drains. J. Geotech. Eng. Div. 107(7), 757–768 (1977)CrossRef
3.
go back to reference Brennan, A.J.: Vertical Drains as a countermeasure to earthquake-induced soil liquefaction. Ph.D. thesis, University of Cambridge, Cambridge (2004) Brennan, A.J.: Vertical Drains as a countermeasure to earthquake-induced soil liquefaction. Ph.D. thesis, University of Cambridge, Cambridge (2004)
4.
go back to reference Adalier, K., Elgamal, A., Meneses, J., Baez, J.I.: Stone columns as liquefaction countermeasure in non-plastic silty soils. Soil Dyn. Earthq. Eng. 23(7), 571–584 (2003)CrossRef Adalier, K., Elgamal, A., Meneses, J., Baez, J.I.: Stone columns as liquefaction countermeasure in non-plastic silty soils. Soil Dyn. Earthq. Eng. 23(7), 571–584 (2003)CrossRef
5.
go back to reference Badanagki, M., Dashti, S., Kirkwood, P.: Influence of dense granular columns on the performance of level and gently sloping liquefiable sites. J. Geotech. Geoenviron. Eng. 144(9), 04018065 (2018)CrossRef Badanagki, M., Dashti, S., Kirkwood, P.: Influence of dense granular columns on the performance of level and gently sloping liquefiable sites. J. Geotech. Geoenviron. Eng. 144(9), 04018065 (2018)CrossRef
6.
go back to reference Li, P., Dashti, S., Badanagki, M., Kirkwood, P.: Evaluating 2D numerical simulations of granular columns in level and gently sloping liquefiable sites using centrifuge experiments. Soil Dyn. Earthq. Eng. 110, 232–243 (2018)CrossRef Li, P., Dashti, S., Badanagki, M., Kirkwood, P.: Evaluating 2D numerical simulations of granular columns in level and gently sloping liquefiable sites using centrifuge experiments. Soil Dyn. Earthq. Eng. 110, 232–243 (2018)CrossRef
7.
go back to reference Dinesh, N., Banerjee, S., Rajagopal, K.: Performance evaluation of PM4Sand model for simulation of the liquefaction remedial measures for embankment. Soil Dyn. Earthq. Eng. 152, 107042 (2022)CrossRef Dinesh, N., Banerjee, S., Rajagopal, K.: Performance evaluation of PM4Sand model for simulation of the liquefaction remedial measures for embankment. Soil Dyn. Earthq. Eng. 152, 107042 (2022)CrossRef
8.
go back to reference Wang, R., Zhang, J.-M., Wang, G.: A unified plasticity model for large post-liquefaction shear deformation of sand. Comput. Geotech. 59, 54–66 (2014)CrossRef Wang, R., Zhang, J.-M., Wang, G.: A unified plasticity model for large post-liquefaction shear deformation of sand. Comput. Geotech. 59, 54–66 (2014)CrossRef
9.
go back to reference Zou, Y.-X., Zhang, J.-M., Wang, R.: Seismic analysis of stone column improved liquefiable ground using a plasticity model for coarse-grained soil. Comput. Geotech. 125, 103690 (2020)CrossRef Zou, Y.-X., Zhang, J.-M., Wang, R.: Seismic analysis of stone column improved liquefiable ground using a plasticity model for coarse-grained soil. Comput. Geotech. 125, 103690 (2020)CrossRef
10.
go back to reference Zhang, J.M.: Cyclic critical stress state theory of sand with its application to geotechnical problems. Ph.D. thesis, Tokyo Institute of Technology, Tokyo (1997) Zhang, J.M.: Cyclic critical stress state theory of sand with its application to geotechnical problems. Ph.D. thesis, Tokyo Institute of Technology, Tokyo (1997)
11.
go back to reference Zhang, J.-M., Wang, G.: Large post-liquefaction deformation of sand, part I: physical mechanism, constitutive description and numerical algorithm. Acta Geotech. 7(2), 69–113 (2012)CrossRef Zhang, J.-M., Wang, G.: Large post-liquefaction deformation of sand, part I: physical mechanism, constitutive description and numerical algorithm. Acta Geotech. 7(2), 69–113 (2012)CrossRef
12.
go back to reference He, B., Zhang, J.-M., Li, W., Wang, R.: Numerical analysis of LEAP centrifuge tests on sloping liquefiable ground: influence of dilatancy and post-liquefaction shear deformation. Soil Dyn. Earthq. Eng. 137, 106288 (2020)CrossRef He, B., Zhang, J.-M., Li, W., Wang, R.: Numerical analysis of LEAP centrifuge tests on sloping liquefiable ground: influence of dilatancy and post-liquefaction shear deformation. Soil Dyn. Earthq. Eng. 137, 106288 (2020)CrossRef
13.
go back to reference Vargas, R.R., Ueda, K., Uemura, K.: Influence of the relative density and K0 effects in the cyclic response of Ottawa F-65 sand - cyclic Torsional Hollow-Cylinder shear tests for LEAP-ASIA-2019. Soil Dyn. Earthq. Eng. 133, 106111 (2020)CrossRef Vargas, R.R., Ueda, K., Uemura, K.: Influence of the relative density and K0 effects in the cyclic response of Ottawa F-65 sand - cyclic Torsional Hollow-Cylinder shear tests for LEAP-ASIA-2019. Soil Dyn. Earthq. Eng. 133, 106111 (2020)CrossRef
Metadata
Title
Three-Dimensional Numerical Simulations of Granular Column Improved Layered Liquefiable Soil Deposit
Authors
Zhao Wang
Rui Wang
Jian-Min Zhang
Copyright Year
2022
DOI
https://doi.org/10.1007/978-3-031-11898-2_156