Zobrazeno 1 - 10
of 26
pro vyhledávání: '"Meissa Fall"'
Publikováno v:
Geotechnical and Geological Engineering. 36:2939-2956
Pavement design in Senegal is based on a linear elastic behavior of pavement materials and the hypothesis of a static loading. However, previous works on the mechanical behavior of road materials showed that this one is reversible after several loadi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::852d4aee6a4e06d1d54cc400c8502952
https://doi.org/10.1007/s10706-018-0514-y
https://doi.org/10.1007/s10706-018-0514-y
Publikováno v:
Road Materials and Pavement Design. 16:854-869
Prediction of rutting is a key element in the newly developed mechanistic-empirical pavement design guide (M-EPDG). The model developed by Tseng and Lytton (1989. Prediction of permanent deformation in flexible pavement materials. ASTM STP 1016, pp.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::51ffaa9a9c3d01c412ca5299713ade49
https://doi.org/10.1080/14680629.2015.1063534
https://doi.org/10.1080/14680629.2015.1063534
Publikováno v:
Geomaterials. :19-24
Within the framework of a FEM of the nonlinear behavior of lateritic pavement of Senegal, the effect of truck overloading is studied to estimate its impact on the deformability of road pavement on compacted gravel lateritic soils. For that purpose, v
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1646f5665ffc4494a65263f755b52104
https://doi.org/10.4236/gm.2015.51002
https://doi.org/10.4236/gm.2015.51002
Publikováno v:
Geomaterials. :34-44
The degree of structural damage of the Louga-Ouarack-Ndoyene R31 regional road was surveyed using Lacroix deflectographe and geotechnical testing, in order to recommend possible rehabilitation measures aimed at maintaining the high level of service o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::83f5c2fbb1171e4a2f6f48c46e48429c
https://doi.org/10.4236/gm.2015.51004
https://doi.org/10.4236/gm.2015.51004
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 Geology. :495-504
The locality of Thies has significant mining and hydrogeological resources that are of major economic interest and necessitates a sustainable management. Most of these resources are contained in the Paleocene. For a better assessment of Paleocene, we
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d9e439fe784fec4fb11e685de6351dea
https://doi.org/10.4236/ojg.2014.410036
https://doi.org/10.4236/ojg.2014.410036
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
Publikováno v:
Geotechnical and Geological Engineering. 31:1497-1510
This research was conducted to investigate the effect of matric suction on resilient modulus of unbound aggregate base courses. The study characterized the water characteristic curves and resilient modulus versus matric suction relationships of aggre
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b03b91d4336514f5c41b9e802a5d5f33
https://doi.org/10.1007/s10706-013-9674-y
https://doi.org/10.1007/s10706-013-9674-y
Publikováno v:
Geomaterials. :172-178
The resilient modulus (Mr) is an important parameter which describes the mechanical behavior of unbound granular materials. However, this parameter can be determined from physical properties. This paper presents the relationship between resilient mod
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::571acb4dba46a0cd33d208a6a1f2c716
https://doi.org/10.4236/gm.2013.34022
https://doi.org/10.4236/gm.2013.34022
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