Mechanical Behaviour of Soils Under Environmentallly-Induced Cyclic LoadsT. Wichtmann, T. Triantafyllidis: Behaviour of granular soils under environmentally induced cyclic loads. D. Muir Wood: Constitutive modelling. C. di Prisco: Creep versus transient loading effects in geotechnical problems. M. Pastor et al.: Mathematical models for transient, dynamic and cyclic problems in geotechnical engineering. M. Pastor: Discretization techniques for transient, dynamics and cyclic problems in geotechnical engineering: first order
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Mechanical Behaviour of Soils Under Environmentallly-Induced Cyclic Loads