Titlebook: Recent Geotechnical Research at BOKU; Wei Wu,Yunteng Wang Book 2024 The Editor(s) (if applicable) and The Author(s), under exclusive licen

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Modelling and Assessment of Debris Flow Impact on Infrastructure in the Carpathians,the debris flow is characterized by non-stationary and avalanche movements, as well as a multi-phase formation process. The general technique and modelling of debris flow impact on infrastructure in the Carpathians have been proposed. They are based on the algorithms of debris flow loadings calculat

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On the Performance of CAES Pile in Overconsolidated Soils: A Numerical Study,. A hypoplastic constitutive model is used to account for the overconsolidation effects of the soil surrounding a CAES pile in a plane-strain model. The numerical results show that the normal force on the interface between the outer surface of the pile and the surrounding soil is a function of inter

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Experimental and Numerical Analysis of Fluid-Injection Unloading Rock Failure Process,ion unloading, using a combination of laboratory experiments and numerical simulations. A novel configuration of fissured rock-like specimens containing a single fluid-injection borehole has been fabricated in the laboratory to allow for simultaneous application of mechanical loads and internal flui

Infraction

A Visco-Hypoplastic Model with Solid Hardness Degradation for Granular Soil, and time-dependent behaviour is proposed. The visco-hypoplastic constitutive model is divided into inviscid part and viscous part, respectively. The inviscid component, incorporating the solid hardness degradation, is validated by comparing with experimental results of various void ratio and confin

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