z-logo
open-access-imgOpen Access
A simple method to reduce mesh dependency in modelling landslides involving brittle soils
Author(s) -
Antonello Troncone,
Luigi Pugliese,
Andrea Parise,
Enrico Conte
Publication year - 2022
Publication title -
géotechnique letters
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.845
H-Index - 28
ISSN - 2045-2543
DOI - 10.1680/jgele.22.00023
Subject(s) - brittleness , constitutive equation , softening , plasticity , geotechnical engineering , soil water , shear (geology) , mechanics , structural engineering , reliability (semiconductor) , deformation (meteorology) , material point method , dependency (uml) , landslide , simple shear , geology , materials science , computer science , finite element method , engineering , composite material , physics , soil science , power (physics) , software engineering , quantum mechanics

The content you want is available to Zendy users.

Already have an account? Click here to sign in.
Having issues? You can contact us here
Accelerating Research

Address

John Eccles House
Robert Robinson Avenue,
Oxford Science Park, Oxford
OX4 4GP, United Kingdom