Zobrazeno 1 - 10
of 64
pro vyhledávání: '"Wenxiong Huang"'
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 15, Iss 6, Pp 1565-1579 (2023)
Calcareous sand is typically known as a problematic marine sediment because of its diverse morphology and complex inner pore structure. However, the coupling effects of morphology and inner pores on the mechanical properties of calcareous sand partic
Externí odkaz:
https://doaj.org/article/9c539a60ffb54a37807bf5cffdd50f62
Autor:
ERICH BAUER, WENXIONG HUANG
Publikováno v:
TASK Quarterly, Vol 4, Iss 3 (2000)
Numerical studies of the evolution of strain localisation and polar effects within a plane layer of a granular material under monotonic shearing are presented. Herein a micro-polar approach is formulated within the framework of a hypoplastic Cosserat
Externí odkaz:
https://doaj.org/article/43fccb32036a4d71bdefdd7632b7ccd9
Autor:
Tao Zhang, Wenxiong Huang
Publikováno v:
Acta Mechanica Solida Sinica. 35:26-39
Crushing characteristics of single particles are the basis of granular material simulation with discrete element method (DEM). To improve the universality and precision of crushable DEM model, inhomogeneous stiffness and strength properties are intro
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b532019ade03cac192b112ed95a8f1f6
https://doi.org/10.1007/s10338-021-00269-1
https://doi.org/10.1007/s10338-021-00269-1
Publikováno v:
Computer Modeling in Engineering & Sciences. 127:1101-1117
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0fa572814ee7bc5870f90deb27967042
https://doi.org/10.32604/cmes.2021.015406
https://doi.org/10.32604/cmes.2021.015406
Autor:
Wenxiong Huang, Chen Ding
Publikováno v:
Japanese Geotechnical Society Special Publication. 8:82-85
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4283293b440bdba13cd8d4ca44b69d7e
https://doi.org/10.3208/jgssp.v08.c19
https://doi.org/10.3208/jgssp.v08.c19
Publikováno v:
Ocean Engineering. 270:113695
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::72caa7d3eb2fba4a3463354c10f4bb67
https://doi.org/10.1016/j.oceaneng.2023.113695
https://doi.org/10.1016/j.oceaneng.2023.113695
Publikováno v:
Computer Methods in Applied Mechanics and Engineering. 343:490-505
The Finite Particle Method (FPM) is a typical meshfree particle method, which is developed on the basis of standard smooth particle hydrodynamics (SPH) method. Like other collocational meshfree particle methods, the conventional updated Lagrangian FP
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b92a7dc7452cc94850c6c456cabba64e
https://doi.org/10.1016/j.cma.2018.09.001
https://doi.org/10.1016/j.cma.2018.09.001
Publikováno v:
Mathematical Problems in Engineering, Vol 2020 (2020)
Designing the geometry of soil slope is an effective treatment for preventing slope failure. How to deal with the uncertainties involved in soil parameters in geotechnical design is a main concern of geotechnical engineers. In this study, a robust ge
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d90ae33d3eec90b06c94f07795fcebaa
https://doaj.org/article/8e77003ff99645dca9208335d86da7c3
https://doaj.org/article/8e77003ff99645dca9208335d86da7c3
Publikováno v:
Soft Computing. 22:5735-5745
Slope stability assessment is a difficult geotechnical problem because of the many uncertainties involved. The uncertainties associated with soil parameters are significant, originating from limited and imprecise information, which allows for the soi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ca9962e91810540c559cc2d2e331e53c
https://doi.org/10.1007/s00500-017-2620-9
https://doi.org/10.1007/s00500-017-2620-9
Autor:
Wenxiong Huang
Publikováno v:
Desiderata Geotechnica ISBN: 9783030149864
Prediction of failure in soil tests is considered based on hypoplastic modelling of soil behavior and bifurcation analysis. With a comprehensive hypoplastic model for granular soils, a bifurcation condition is formulated for general stress state. The
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6c487e01e769a0cad1156b7fd9fa4867
https://doi.org/10.1007/978-3-030-14987-1_6
https://doi.org/10.1007/978-3-030-14987-1_6
