Zobrazeno 1 - 8
of 8
pro vyhledávání: '"Marx Ferdinand Ahlinhan"'
Autor:
null Koffi J. AGBELELE, null Ernesto C. HOUEHANOU, null Marx Ferdinand AHLINHAN, null Abdoul W. ALI, null Houngan Comlan Aristide
Publikováno v:
World Journal of Advanced Research and Reviews. 18:1205-1214
Slope stability is a topic of great importance in civil engineering, as slope failures can cause considerable damage to infrastructure and downstream properties. In this study, we applied the Fellenius slice method, using both the analytical method,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d52d611953bee52b801ae4ac447641c8
https://doi.org/10.30574/wjarr.2023.18.2.0874
https://doi.org/10.30574/wjarr.2023.18.2.0874
Publikováno v:
Studia Geotechnica et Mechanica, Vol 42, Iss 1, Pp 74-82 (2020)
This paper focuses on the setup of axial bearing capacity of open ended tubular steel piles that are used for offshore foundation systems such as those of wind turbines. A comparative evaluation of the most commonly used models for setup prediction s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9744d747769b7f35e37006f686067a26
https://doi.org/10.2478/sgem-2019-0032
https://doi.org/10.2478/sgem-2019-0032
3D Finite element analyses of suction caisson foundations for offshore wind turbines in drained sand
Publikováno v:
International Journal of Geotechnical Engineering. 14:110-127
In the present study, three-dimensional finite element analyses are performed to assess load-bearing capacity of suction caisson foundations under drained condition for offshore wind turbines. The ...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::97142b2288b7f1d5a3ad149af6a6918e
https://doi.org/10.1080/19386362.2019.1617500
https://doi.org/10.1080/19386362.2019.1617500
Publikováno v:
Acta geotechnica slovenica. 16:53-69
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7eb62b5093223e88fe60114407cb3539
https://doi.org/10.18690/actageotechslov.16.1.53-69.2019
https://doi.org/10.18690/actageotechslov.16.1.53-69.2019
Autor:
Marx Ferdinand Ahlinhan, Marius Bocco Koube, Quirin Engelbert Ayeditan Alaye, Edmond Adjovi, Valery Doko, Nicholas Sungura, Ernesto Houehanou
Publikováno v:
Geomaterials. :39-62
Discrete element modelling is commonly used for particle-scale modelling of granular or particulate materials. Developing a DEM model requires the determination of a number of micro-structural parameters, including the particle contact stiffness and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::33c8ce4837da78d1c5855159a70a1583
https://doi.org/10.4236/gm.2018.84004
https://doi.org/10.4236/gm.2018.84004
Publikováno v:
Journal of Geoscience and Environment Protection. :46-55
The knowledge of the internal stability of granular soils is a key factor for the design of granular and filter for the geotechnical infrastructures such as dykes, barrages, weirs and roads embankment. To evaluate the internal instability of granular
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::445b6fe94be7f6c0069ddc5797fde160
https://doi.org/10.4236/gep.2016.46004
https://doi.org/10.4236/gep.2016.46004
Autor:
Yvette Sèdjro Kiki Tankpinou, Emmanuel Kokou Wouya, Marx Ferdinand Ahlinhan, Codjo Edmond Adjovi, Marius Bocco Koube
Publikováno v:
Open Journal of Civil Engineering. :370-380
In unstable soils, a special erosion process termed suffusion can occur under the effect of relatively low hydraulic gradient. The critical hydraulic gradient of an unstable soil is smaller than in stable soils, which is described by a reduction fact
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b685fe9a5dd4a3461421c4ea7475a66e
https://doi.org/10.4236/ojce.2016.63031
https://doi.org/10.4236/ojce.2016.63031
Combined Geometric Hydraulic Criteria Approach for Piping and Internal Erosion in Cohesionless Soils
Publikováno v:
Geotechnical Testing Journal. 42:20170096
Piping is an erosion mechanism that plays a significant role in river barrages, such as dikes and dams, that are founded on poorly graded cohesionless soils like, for instance, fine or medium sands. Likewise, in gap-graded or widely graded cohesionle
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6f9d9f709f60f2ea8d2bdc2c2018572b
https://doi.org/10.1520/gtj20170096
https://doi.org/10.1520/gtj20170096