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Original Articles

Three dimensional analysis on lateral flow of liquefied ground and its mitigation by sheet pile walls

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Pages 93-100 | Received 05 Jun 2003, Accepted 01 Jun 2004, Published online: 18 Aug 2006

References

  • Kobayashi, Y , "Numerical method for three-dimensional prediction of lateral flow in liquefied subsoil". In: Department of Civil Engineering, School of Engineering, The University of Tokyo, Ph.D thesis.
  • Nishimura, S , Towhata, I , and Honda, T , 2002. Laboratory shear tests on viscous nature of liquefied sand, Soils Found. 42 (4) (2002), pp. 89–98.
  • Sasaki, Y , Towhata, I , Tokida, K-I , Yamada, K , Matsumoto, H , and Tamari, Y , 1992. Mechanism of permanent displacement of ground caused by seismic liquefaction, Soils Found. 32 (3) (1992), pp. 79–96.
  • Towhata, I , Sasaki, Y , Tokida, K , Tamari, Y , and Yamada, K , 1992. Prediction of permanent displacement of liquefied ground by means of minimum energy principle, Soils Found. 32 (3) (1992), pp. 97–116.
  • Towhata, I , Toyota, H , and Vargas, W , 1993. Dynamics in lateral flow of liquefied ground, Proc. 10th Asian Reg. Conf. Soil Mech. Found Eng. 1 (1993), pp. 497–500.
  • Towhata, I , Orense, RP , and Toyota, H , 1999. Mathematical principles in prediction of lateral ground displacement induced by seismic liquefaction, Soils Found. 39 (2) (1999), pp. 1–19.
  • Toyota, H , "Shaking table tests and analytical prediction on lateral flow of liquefied ground". In: Department of Civil Engineering, School of Engineering, The University of Tokyo, Ph.D thesis.

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