Zobrazeno 1 - 10
of 42
pro vyhledávání: '"Wei-hai Yuan"'
Publikováno v:
Acta Geotechnica. 18:1215-1231
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f253d5cd5d505fbad70b1a8b190110e6
https://doi.org/10.1007/s11440-022-01691-6
https://doi.org/10.1007/s11440-022-01691-6
Publikováno v:
Journal of Zhejiang University-SCIENCE A. 22:909-923
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5b913506ddb152a6c85a6074a9867243
https://doi.org/10.1631/jzus.a2100219
https://doi.org/10.1631/jzus.a2100219
Publikováno v:
Acta Geotechnica. 16:2593-2607
Cone penetration test (CPT) is widely used to explore the in situ soil mechanical properties and the stratigraphy. The numerical simulation of CPT can help understand its mechanical process and link the testing data to soil properties. However, this
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a954b04a64e9e17e68f7c40942fecd45
https://doi.org/10.1007/s11440-021-01217-6
https://doi.org/10.1007/s11440-021-01217-6
Publikováno v:
Geotextiles and Geomembranes. 49:697-706
The stress-strain behaviour of geotextile-wrapped soils is a matter of great concern in geotechnical engineering practices. In this study, a unified stress-strain model for geotextile-wrapped soils is proposed and is applied to understand the strengt
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9b6ba7ca7b6dbad5a282df78c6f7830f
https://doi.org/10.1016/j.geotexmem.2020.12.004
https://doi.org/10.1016/j.geotexmem.2020.12.004
Publikováno v:
Computers and Geotechnics. 156:105298
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a3bbfabc08056d4f72348f1a1de36452
https://doi.org/10.1016/j.compgeo.2023.105298
https://doi.org/10.1016/j.compgeo.2023.105298
Publikováno v:
Acta Geotechnica. 16:2449-2462
In this study, a simple PFEM approach for analyzing large deformation problems in geotechnical practice is implemented in the commercial FEM package Abaqus. The main feature of the proposed Abaqus-PFEM approach lies in its capability to absorb the ad
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d4fae575936cb661eec11440b524345c
https://doi.org/10.1007/s11440-020-01124-2
https://doi.org/10.1007/s11440-020-01124-2
Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics. 45:648-667
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fe4185682aaa60aebf0d968e8ed82a75
https://doi.org/10.1002/nag.3175
https://doi.org/10.1002/nag.3175
Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics. 44:923-941
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bbd3e24fbf83f26929f450794b987afc
https://doi.org/10.1002/nag.3016
https://doi.org/10.1002/nag.3016
Publikováno v:
Landslides. 17:1591-1603
In this paper, a novel node-based explicit smoothed particle finite element method (SPFEM), on the basis of the particle finite element method (PFEM) framework, is utilized to evaluate the stability of slopes and to simulate the post-failure behavior
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3d06352d1ff85313682bf23dd9e0e61e
https://doi.org/10.1007/s10346-020-01375-w
https://doi.org/10.1007/s10346-020-01375-w
Publikováno v:
Engineering Computations. 36:3138-3163
Purpose Large deformation problems are frequently encountered in various fields of geotechnical engineering. The particle finite element method (PFEM) has been proven to be a promising method to solve large deformation problems. This study aims to de
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::838f4b193fe835b86817c875109518b6
https://doi.org/10.1108/ec-09-2018-0407
https://doi.org/10.1108/ec-09-2018-0407