3D Modeling of an NATM Tunnel in High K0 Clay Using Two Different Constitutive Models

article

A hypoplastic model for mechanical response of unsaturated soils

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A thermo-mechanical model for variably saturated soils based on hypoplasticity

article

Ability of three different soil constitutive models to predict a tunnel’s response to basement excavation

article by C.W.W. Ng et al published November 2015 in Canadian Geotechnical Journal

An intergranular strain concept for material models formulated as rate equations

scientific article published on 06 February 2020

Applicability of hypoplasticity to reconstituted peat from drained triaxial tests

Arcades: Products of stress-controlled and discontinuity-related weathering

Asymptotic behaviour of granular materials

Bentonite microstructure and saturation evolution in wetting–drying cycles evaluated using ESEM, MIP and WRC measurements

Capability of constitutive models to simulate soils with different OCR using a single set of parameters

Clay hypoplasticity with explicitly defined asymptotic states

Comparison of displacement field predicted by 2D and 3D finite element modelling of shallow NATM tunnels in clays

scholarly article published June 2011

Coupled hydro-mechanical model for partially saturated soils predicting small strain stiffness

article

Determination of erosion thickness by numerical back analysis: The case study of Badenian clays in the Carpathian Foredeep, Czech Republic

scholarly article by Richard Malát et al published November 2016 in Engineering Geology

Development of a coupled thermo-hydro-mechanical double structure model for expansive soils

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Directional response of a reconstituted fine-grained soil—Part II: performance of different constitutive models

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Double structure hydromechanical coupling formalism and a model for unsaturated expansive clays

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Effects of Pillar Depth and Shielding on the Interaction of Crossing Multitunnels

General method for simulating laboratory tests with constitutive models for geomechanics

Gravity-induced stress as a factor reducing decay of sandstone monuments in Petra, Jordan

Hypoplastic interface models for fine-grained soils

article published in 2016

Implications of the atmosphere-soil interaction for the design of earth retaining structures

Improvement of a hypoplastic model to predict clay behaviour under undrained conditions

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Influence of sand density and retaining wall stiffness on three-dimensional responses of tunnel to basement excavation

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Modelling of Deep Excavation Collapse Using Hypoplastic Model for Soft Clays

scholarly article published 2018

Numerical modelling of the effects of consolidation on jack-up spudcan penetration

scholarly article

Numerical modelling of the effects of consolidation on the undrained spudcan capacity under combined loading in silty clay

On the influence of cyclic preloadings on the liquefaction resistance of sands: A numerical study

scientific article published in 2023

Predicting the dependency of a degree of saturation on void ratio and suction using effective stress principle for unsaturated soils

Sandstone landforms shaped by negative feedback between stress and erosion

Small strain stiffness anisotropy of natural sedimentary clays: review and a model

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State boundary surface of a hypoplastic model for clays

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Swelling phenomena and effective stress in compacted expansive clays

The soilmodels.info project

Three-dimensional centrifuge and numerical modeling of the interaction between perpendicularly crossing tunnels

100 let Přírodovědecké fakulty UK: 1920-2020

book edition published in 2020