Three dimensional formulation for the stress-strain-dilatancy elasto-plastic constitutive model for sand under cyclic behaviour : in partial fulfilment of the requirements for the degree of Master of Engineering (Civil), Department of Civil and Natural Resources Engineering, College of Engineering, University of Canterbury, Christchurch, New Zealand / thesis by Saumyasuchi Das ; supervised by Dr. Brendon Bradley and Prof. Misko Cubrinovski.

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Das, Saumyasuchi (Author)
Subjects:
Sandy soils > Plastic properties > Mathematical models.
Soil liquefaction > Mathematical models.
Soil-structure interaction > Mathematical models.
Format: Thesis Electronic eBook
Three dimensional formulation for the stress-strain-dilatancy elasto-plastic constitutive model for sand under cyclic behaviour : in partial fulfilment of the requirements for the degree of Master of Engineering (Civil), Department of Civil and Natural Resources Engineering, College of Engineering, University of Canterbury, Christchurch, New Zealand /

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