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Autor:
Joel Fabrice Nyemb Bayamack, Vincent Laurent Onana, Hervé Nyassa Ohandja, Robert Medjo Eko, Aloys Thierry Ndzié Mvindi, Arnaud Ngo’o Ze
Publikováno v:
Transportation Geotechnics. 19:84-95
The Californian Bearing Ratio (CBR) is one of the most important geotechnical parameter used for designing pavement layers in road construction. However, the test for determining CBR requires a large quantity of laterites, enough time and energy. Thi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f78cdc3505bedccf09505dd3e2afb91c
https://doi.org/10.1016/j.trgeo.2019.02.001
https://doi.org/10.1016/j.trgeo.2019.02.001
Autor:
Georges Emmanuel Ekodeck, Hervé Nyassa Ohandja, Robert Medjo Eko, Vincent Laurent Onana, Aloys Thierry Ndzié Mvindi, Arnaud Ngo’o Ze
Publikováno v:
Bulletin of Engineering Geology and the Environment. 78:5531-5549
The variability of the geotechnical properties of lateritic gravels developed on metamorphic rocks from the same clay protolith and of a nearby degree of metamorphism was studied for road construction purposes. Chlorite schist-derived lateritic grave
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::04c31a5fdc35f6fa147fc408849fa6b7
https://doi.org/10.1007/s10064-019-01488-0
https://doi.org/10.1007/s10064-019-01488-0
Autor:
Dodo, Etone Macka Alexandre, Yannick, Ondoua Abondo Ebengue, Lionel, Ntamag Jacques, Soualiou, Njimbouombouo Mouliom, Duna, Linda Lekuna, Myllyam, Beleuk A. Moungam Lynn, Robert, Medjo Eko, Minsili, Lezin Séba, Billong, Ndigui
Publikováno v:
Journal of Building Pathology & Rehabilitation; 6/13/2022, Vol. 7 Issue 1, p1-14, 14p
Publikováno v:
Soils and Foundations. 57:60-79
The consolidation of a fine-grained lateritic soil, treated with compound Portland cement (CEMII/BM 32.5 N) up to 9% by weight of the dry soil and prepared at three different molding water contents ( ω DRY , OMC, and ω WET ), was investigated by me
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c8e09eb2418f028954cccbb229362b87
https://doi.org/10.1016/j.sandf.2017.01.005
https://doi.org/10.1016/j.sandf.2017.01.005
Publikováno v:
Soils and Foundations
Soils and Foundations, 2018, 58 (3), pp.666-677. ⟨10.1016/j.sandf.2018.02.025⟩
Soils and Foundations, 2018, 58 (3), pp.666-677. ⟨10.1016/j.sandf.2018.02.025⟩
This study deals with the application of experimental results to the design of a roadway structure. It firstly addresses the design of a layer of pavement foundation made of cement-treated fine-grained lateritic soil, using the American empirical and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::37b7db3884397a8b3d1aeac0bbacfa46
https://hal.science/hal-03254177
https://hal.science/hal-03254177
Publikováno v:
Geotechnical and Geological Engineering
Geotechnical and Geological Engineering, 2018, 36 (6), pp.3831-3856. ⟨10.1007/s10706-018-0576-x⟩
Geotechnical and Geological Engineering, 2018, 36 (6), pp.3831-3856. ⟨10.1007/s10706-018-0576-x⟩
This study presents experimental results of a laboratory investigation carried out on the compressibility, physical properties, compressive strength and microstructure of a cement–lateritic soil mixing. The investigation was conducted on a compacte
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f277ead0941e80be09d330945f17375d
https://hal.archives-ouvertes.fr/hal-03254176
https://hal.archives-ouvertes.fr/hal-03254176
Publikováno v:
Journal of Materials in Civil Engineering. 29
The mechanical strength of a fine-grained lateritic soil treated with CEMII/BM 32.5 N cement up to 9% by weight of dry soil and prepared at three different molding water contents was invest...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0b27aa026cc2c0dfeb59e154388a8bd3
https://doi.org/10.1061/(asce)mt.1943-5533.0002059
https://doi.org/10.1061/(asce)mt.1943-5533.0002059
Publikováno v:
Advancing Culture of Living with Landslides ISBN: 9783319534978
Mass movements represent a major threat to human life, properties and infrastructures in most densely populated and hilly towns in humid tropical areas. The present work is focused on the evaluation of the safety factor of natural slopes of mount Elo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e33dc7e293fe4502e28a853f0cb7ef0e
https://doi.org/10.1007/978-3-319-53498-5_52
https://doi.org/10.1007/978-3-319-53498-5_52
Publikováno v:
Construction and Building Materials. 43:443-452
A model for determining bituminous pavement degradation due to multiple-axle moving traffic loads is presented. The developmental work has been based on a viscoelastic finite element method (FEM) dedicated to bituminous pavements subjected to multipl
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d224036d515363fda96d4936599646f7
https://doi.org/10.1016/j.conbuildmat.2013.02.017
https://doi.org/10.1016/j.conbuildmat.2013.02.017