Soil Mechanics, Transient and Cyclic Loads: Constitutive Relations and Numerical Treatment

Soils and Other Saturated Media Under Transient, Dynamic Conditions: General Formulation and Validity of Various Simplifying Assumptions (O. Zienkiewicz and P. Bettess). Boundary Layer Theory of Waves in Poro-elastic Sea Bed. Approximations of Cyclic Pore Pressures Caused by Sea Waves in a Poro-elastic Half-plane (A. Verruijt). On the Importance of Dissipation Effects in Evaluating Pore Pressure Changes due to Cyclic Loading. Liquefaction and Permanent Deformation Under Dynamic Conditions-Numerical Solution and Constitutive Relations (O. Zienkiewicz, et al.). Dynamic Response Analyses of Saturated Sands (W. Finn). Dynamic Response Analysis of Level Ground Based on Effective Stress Method (K. Ishithara and I. Towhata). Elastoplastic and Viscoplastic Constitutive Models for Soils with Application to Cyclic Loading (Z. Mroz, et al.). A Critical State Soil Model for Cyclic Loading (J. Carter, et al.). Bounding Surface Formulation of Soil Plasticity (Y. Defalias and L. Herrmann). A Model for the Cyclic Loading of Overconsolidated Soil (M. Pender). Modelling and Analysis of Cyclic Behavior of Sands (J. Ghaboussi and H. Momen). A Constitutive Model for Soil under Monotonic and Cyclic Loading (R. Nova). A New Endochronic Plasticity Model for Soils (K. Valanis and H. Read). Endochronic Models for Soils (Z. Bazant, et al.). On Dynamic and Static Behavior of Granular Materials (S. Nemat-Nasser). Fatigue Models for Cyclic Degradation of Soils (H. Van Eekelen). Shakedown of Foundations Subjected to Cyclic Loads (G. Pande). Comments on the Use of Physical and Analytical Models (P. Rowe and I. Smith).Pande, G. N. is the author of 'Soil Mechanics, Transient and Cyclic Loads: Constitutive Relations and Numerical Treatment', published 1982 under ISBN 9780471100461 and ISBN 0471100463.