Titlebook: Holistic Simulation of Geotechnical Installation Processes; Benchmarks and Simul Theodoros Triantafyllidis Book 2016 Springer International

ALIBI

exhilaration

Experimental and Numerical Element Tests for Granular Soils: Performance of Different Constitutive lic loading (.) has also been examined for different loading directions and different sizes of stress amplitudes. All experiments have been recalculated numerically with different constitutive models, amongst them some common as well as advanced constitutive models, which have been developed recentl

改革運(yùn)動

Towards the Holistic Simulation of Geotechnical Foundation Processes Using Vibro-Injection Piles,ageous over implicit schemes. In this regard, the present contribution addresses the development and application of a numerical soil model based on the Theory of Porous Media, which is suitable for simulations exploiting the explicit time-integration schemes of Abaqus/Explicit. The underlying numeri

Adherent

Theory and Numerical Modeling of Geomechanical Multi-material Flow,s mixture is represented as an effective single-phase material using mixture theory. The paper outlines the specific three-scale mixture theory developed by the authors and the MMALE numerical method to model and simulate geomechanical multi-material flow. In contrast to traditional flow models whic

Kinetic

省略

膠狀

harrow

colony

Dynamic Problem for the Deformation of Saturated Soil in the Vicinity of a Vibrating Pile Toe,th nearly zero effective stresses (liquefaction zone) around the pile toe. The dynamic problem was solved with the finite-element program Abaqus/Standard using a hypoplasticity model for soil with the assumption of zero soil permeability and without a mass force. A question which still remained open

ethnology

Vibration-Induced Stress Changes in Saturated Soil: A High-Cycle Problem, and so-called explicit cyclic models. The present study deals with the application of a model of the second type—the high-cycle accumulation model for sand—to the analysis of vibration-induced stress changes in saturated soil. The application of the model requires the concurrent solution of two cou