Zobrazeno 1 - 3
of 3
pro vyhledávání: '"Cheikhou Ndiaye"'
Publikováno v:
Geomaterials. 11:59-68
In order to make the use of complex elasto-plastic behavior models more accessible, we attempted to identify the Cam-Clay model in two samples of tropical and lateritic soils (from Senegal/West Africa) from casagrande box shear and oedometric tests.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ecbce9261ea19e3daa4f5bfc68bbd2e5
https://doi.org/10.4236/gm.2021.113004
https://doi.org/10.4236/gm.2021.113004
Autor:
Cheikhou Ndiaye, Yves Berthaud
Publikováno v:
Geomaterials. :1-13
The main objective of this research is to study the mechanical behaviour of tropical soils using elasto-plastic constitutive equations in the so-called limit and critical states. Indeed, researchers of the Cambridge University had noticed that during
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a9c12c0649fefcc0ae6ff9d7603bae2c
https://doi.org/10.4236/gm.2018.81001
https://doi.org/10.4236/gm.2018.81001
Publikováno v:
Open Journal of Civil Engineering. :274-284
Practical resolution of consolidation problems that we often face requires an extensive and solid knowledge of the different parameters highlighted by the Terzaghi one-dimensional consolidation theory. This theory, with its assumptions, leads to a pa
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fd564c2deda4d3f15dfce36ba0311027
https://doi.org/10.4236/ojce.2014.43023
https://doi.org/10.4236/ojce.2014.43023