Zobrazeno 1 - 4
of 4
pro vyhledávání: '"Sheng-Feng Zou"'
Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics. 43:501-518
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8041580c39fb0daabeb1a2397cba4829
https://doi.org/10.1002/nag.2873
https://doi.org/10.1002/nag.2873
Publikováno v:
Applied Clay Science. 153:9-15
The threshold yield stress plays a key role in controlling the rheological consolidation behaviour of soft clay. A semi-analytical theory combining numerical and analytical methods is introduced that excludes the effects of clay self-weight. The gove
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::45d6a5207e596294c29e385fd2f2135f
https://doi.org/10.1016/j.clay.2017.11.042
https://doi.org/10.1016/j.clay.2017.11.042
Publikováno v:
Computers and Geotechnics. 119:103364
The time-dependent compression characteristics of clay exhibit apparent differences when loaded from the over-consolidated and normally consolidated states. Based on the Nishihara model, this paper presents one dimensional isotache-based formulae for
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2d770086c5131a0c9b2d56bcd5f1980a
https://doi.org/10.1016/j.compgeo.2019.103364
https://doi.org/10.1016/j.compgeo.2019.103364
Publikováno v:
Applied Mechanics and Materials. :499-502
The computing of end-bearing capacity of pile has vital significances for foundation design while the foundations analysis is usually problematic due to those diverse soils and engineering conditions. Though various CPT-based methods which have alrea
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8d96512af37c42964cf44e9cc61fc023
https://doi.org/10.4028/www.scientific.net/amm.477-478.499
https://doi.org/10.4028/www.scientific.net/amm.477-478.499