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Table of Contents
Effects of Soil Deposition on the Initial Stress State in Model Tests Experimental Results and FE Simulation
Demonstrator Experiments on Significant Effects During Pile Installation
On Soil Deformation and Stress Redistribution Around Pressed-in and Vibrated Displacement Pile Tips
Modelling of Soil Structure Interaction by Applying a Hypoplastic Material Behaviour within Mortar Contact Formulation
Vibro-Injection Pile Installation in Sand: Part I
Interpretation as Multi-Material Flow
Vibro-Injection Pile Installation in Sand: Part II
Numerical and Experimental Investigation
Numerical Modelling of the Effective-stress Evolution in Saturated Soilaround a Vibrating Pile Toe
A Numerical Approach to the Solution of Dynamic Boundary Value Problems for Fluid-Saturated Solids
Neohypoplasticity
Estimation of Small Strain Stiffness
Improved Integration of High-cycle Accumulated Strain Using Hierarchicaland EAS Finite Elements
Simulation of Soils under Rapid Cyclic Loading Conditions
Experimental Strain Response-Envelopes of Granular Materials for Monotonous and Low-Cycle Loading Processes.
Demonstrator Experiments on Significant Effects During Pile Installation
On Soil Deformation and Stress Redistribution Around Pressed-in and Vibrated Displacement Pile Tips
Modelling of Soil Structure Interaction by Applying a Hypoplastic Material Behaviour within Mortar Contact Formulation
Vibro-Injection Pile Installation in Sand: Part I
Interpretation as Multi-Material Flow
Vibro-Injection Pile Installation in Sand: Part II
Numerical and Experimental Investigation
Numerical Modelling of the Effective-stress Evolution in Saturated Soilaround a Vibrating Pile Toe
A Numerical Approach to the Solution of Dynamic Boundary Value Problems for Fluid-Saturated Solids
Neohypoplasticity
Estimation of Small Strain Stiffness
Improved Integration of High-cycle Accumulated Strain Using Hierarchicaland EAS Finite Elements
Simulation of Soils under Rapid Cyclic Loading Conditions
Experimental Strain Response-Envelopes of Granular Materials for Monotonous and Low-Cycle Loading Processes.