Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Oustasse Abdoulaye Sall"'
Publikováno v:
International Journal of Geosciences. 11:345-359
Seismic refraction investigations have been carried out in Bakel, Eastern Senegal. The purpose was to map geometrical relationship between the existing rock types and the Panafrican quarzitic basement, which is valuable information for the project of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8fd7bcc772e1f7d77150278c34810432
https://doi.org/10.4236/ijg.2020.116018
https://doi.org/10.4236/ijg.2020.116018
Publikováno v:
Geomaterials. :67-79
The purpose of this paper is to characterize rock mass stability using basic rock mass method and to compare them. Rock mass quality and strength are determined using rock mass classification and numerical methods. The Factors of safety are calculate
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a74985bb56595e5838f32123338fcd3b
https://doi.org/10.4236/gm.2019.93006
https://doi.org/10.4236/gm.2019.93006
Publikováno v:
Journal of Geoscience and Environment Protection. :11-24
In Senegal, rock mechanic studies began in last four years and were a very new engineering domain. So, the first stage is to characterize geological materials. It is on this way that this work is done. This paper analyzes geomechanical parameters of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::659d4ea89705bcb3794337a960f6e962
https://doi.org/10.4236/gep.2018.65002
https://doi.org/10.4236/gep.2018.65002
Publikováno v:
Open Journal of Civil Engineering. :249-260
This work studies the influence of mechanical and geometrical characteristics of the concrete and the soil on the stresses in a mat foundation. In this study, the soil-structure interaction is modeled by two parameters, the modulus of subgrade vertic
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8566089cb3e7ce2f3a941fc72c8fddeb
https://doi.org/10.4236/ojce.2015.52025
https://doi.org/10.4236/ojce.2015.52025
Publikováno v:
Open Journal of Civil Engineering. :71-83
This article focuses on the study of the behavior of a soil mass under a plate subjected to a uniformly distributed load. The aim of this paper is to highlight the soil-structure interaction with a linear variation of the mechanical properties of the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6cace9cc7790d7a01a97c46de4631555
https://doi.org/10.4236/ojce.2014.41007
https://doi.org/10.4236/ojce.2014.41007
Publikováno v:
Open Journal of Civil Engineering. :228-233
In this paper, we suggest to study the behavior of a mat foundation on subsoil from the plate theory taking into account the soil-structure interaction. The objective is to highlight the soil-structure interaction particularly the influence of the ri
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8142c46fef5a5622d0b1012730b52cf4
https://doi.org/10.4236/ojce.2013.34027
https://doi.org/10.4236/ojce.2013.34027
Publikováno v:
Geomaterials. :19-23
This paper presents the results of research conducted to investigate the effect of compaction moisture content on Resil- ient Modulus (Mr) of unbound aggregates. Three different aggregates (GRB, Basalt and Bandia limestone) was collect- ed from diffe
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b309f4d437af8d29b5ff394882883542
https://doi.org/10.4236/gm.2012.21003
https://doi.org/10.4236/gm.2012.21003
Publikováno v:
Geomaterials. :51-58
The stability of the natural slopes of the “Corniche Ouest” of Dakar Capital was intensively researched by previous [1] in [2] and recent studies [3]. Soils near the surface consist of weathered lateritic cuirass, silt and marl that have been int
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fbaa30b4d0a69482ccf813afe8b5b88d
https://doi.org/10.4236/gm.2011.12009
https://doi.org/10.4236/gm.2011.12009
Publikováno v:
Studies in Engineering and Technology. 2:1
This paper evaluates de deflections (measured at the surface and/or at the top of the subgrade) of unbound pavement materials under cyclic loading. Deflections of three base course materials (Bakel Red Quartzite, Bakel Black Quartzite and Diack Basal
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c671367eae397cf8b0910f8f23afef3f
https://doi.org/10.11114/set.v2i1.595
https://doi.org/10.11114/set.v2i1.595