Multiscale insights into classical geomechanics problems

N Guo, J Zhao - … Journal for Numerical and Analytical Methods …, 2016 - Wiley Online Library
We pay a revisit to some classical geomechanics problems using a novel computational
multiscale modelling approach. The multiscale approach employs a hierarchical coupling of …

Seismic reliability assessment of earth-rockfill dam slopes considering strain-softening of rockfill based on generalized probability density evolution method

R Pang, B Xu, X Kong, D Zou, Y Zhou - Soil Dynamics and Earthquake …, 2018 - Elsevier
This paper investigates the seismic reliability of earth-rockfill dam slopes under stochastic
earthquake excitation considering strain-softening behaviour of rockfill materials. A new and …

Two and three-dimensional numerical analysis of the progressive failure that occurred in an excavation-induced landslide

A Troncone, E Conte, A Donato - Engineering Geology, 2014 - Elsevier
A finite element approach, in which an elasto-viscoplastic strain-softening model is
incorporated, is used to analyse a landslide that occurred after deep excavations had been …

Analysis and modelling of longitudinal deformation profiles of tunnels excavated in strain-softening time-dependent rock masses

F Song, A Rodriguez-Dono, S Olivella… - Computers and …, 2020 - Elsevier
Rock mass behaviour model selection, in particular, to represent the post-failure behaviour
and time-dependent behaviour of rock masses, are critical issues in the correct application …

[HTML][HTML] Nonlocal strain regularisation for critical state models with volumetric hardening

W Cui, X Wu, DM Potts, L Zdravković - Computers and Geotechnics, 2023 - Elsevier
The finite element (FE) method may suffer from numerical instability and mesh dependency
when modelling the formation of shear bands using strain-softening constitutive models …

Soil-engineering properties and failure mechanisms of shallow landslides in soft-rock materials

J Zhan, Q Wang, W Zhang, Y Shangguan, S Song… - Catena, 2019 - Elsevier
Tertiary soft-rock strata exposed on the eastern side of Changbai Mountain are landslide-
prone strata. In recent years, shallow landslides have frequently occurred along the highway …

Analysis of the maierato landslide (Calabria, southern Italy)

E Conte, A Donato, L Pugliese, A Troncone - Landslides, 2018 - Springer
On 15 February 2010, a landslide of great dimensions occurred at Maierato (Calabria,
Southern Italy) after a long rainy period. Although the zone was continuously affected by …

A numerical study on the seismic bearing capacity of shallow foundations

V Pane, A Vecchietti, M Cecconi - Bulletin of Earthquake Engineering, 2016 - Springer
Based on a pseudo-static approach, finite difference (FDM) numerical analyses have been
performed aimed at evaluating the seismic effects on the ultimate bearing capacity of …

Effect of strain-softening and strength anisotropy on the undrained bearing capacity of non-associated clay

Y Dong - Géotechnique, 2023 - icevirtuallibrary.com
The bearing capacity of soils is critical in the design and analysis of foundations. The
classical solutions derived from methods of characteristics and bound theories are based on …

Post-localisation analysis of drained and undrained dense sand with a nonlocal critical state model

H Mallikarachchi, K Soga - Computers and Geotechnics, 2020 - Elsevier
Mesh-sensitivity of post-localisation analysis is an inherent drawback of continuum based
finite element methods. Out of many available regularisation techniques, the nonlocal …