Zobrazeno 1 - 10
of 14
pro vyhledávání: '"Ismail Benessalah"'
Autor:
Mohamed Benjelloun, Rachid Bouferra, Hassan Ibouh, Frederic Jamin, Ismail Benessalah, Ahmed Arab
Publikováno v:
Applied Sciences, Vol 11, Iss 23, p 11395 (2021)
The main objective of this study is to compare the mechanical behavior of two sands (Hostun or Dune sands) mixed with crushed rubber obtained from used tires. However, it is essential to ensure that his geotechnical application do not result in long-
Externí odkaz:
https://doaj.org/article/fc1c9bede1744c77a5e67f3e241be3e2
Autor:
Kamel Menad, Benali Nougar, Abdelkader Brahimi, Djamel Eddine Bouri, Ismail Benessalah, Hanifi Missoum
Publikováno v:
Euro-Mediterranean Journal for Environmental Integration. 7:433-444
Autor:
Abdalhak Mahdjoub, Ahmed Zeghari, Mohammed El Amine Bradai, Ismail Benessalah, Ahmed Ainouche
Bir Djeneb is one of the remarkable structures found in the Messinian Kef Formation, a vast outcrop of white Lithothamnium limestone south of the city of Boukadir. This construction remained unknown for many years. Using field research and literature
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9d97bceb49f11beb12752388463030bb
https://doi.org/10.21203/rs.3.rs-2594352/v1
https://doi.org/10.21203/rs.3.rs-2594352/v1
Intergranular void ratio and undrained monotonic behavior of Chlef sand containing low plastic fines
Publikováno v:
Acta Mechanica. 232:1621-1640
Stability analysis of soils prone to static liquefaction based on their monotonic undrained shear strength characteristics is an indispensable challenge in earthquake geotechnical engineering. This paper presents a laboratory study on the static beha
Publikováno v:
Transportation Infrastructure Geotechnology. 8:438-451
This paper presents a laboratory study carried out to investigate the mechanical behavior of Chlef sand emphasizing the effect of non-plastic fines content (silt) and plastic fines content (clay) on the sand-silt-clay mixture behavior. For this purpo
Publikováno v:
Studia Geotechnica et Mechanica, Vol 41, Iss 4, Pp 200-211 (2019)
Sands reinforced by hydraulic binders (cement) have constituted in recent decades a major asset for the expansion of several areas of engineering. The mechanical behavior of sand-cement mixtures has undergone some controversies studied on the Chlef s
Publikováno v:
Marine Georesources & Geotechnology. 38:461-467
The study of the unsaturated soils is a very complex field to which several researches in laboratory and on site are directed these last years. An experimental study aims to quantify the influence ...
Publikováno v:
Acta Geotechnica Slovenica. 18
A stability analysis of soils prone to liquefaction based on their undrained shear-strength characteristics is an indispensable challenge in earthquake geotechnical engineering. This paper presents a laboratory study of the influence of relative dens
Publikováno v:
European Journal of Environmental and Civil Engineering
European Journal of Environmental and Civil Engineering, 2020, pp.1--12. ⟨10.1080/19648189.2020.1728581⟩
European Journal of Environmental and Civil Engineering, 2020, pp.1--12. ⟨10.1080/19648189.2020.1728581⟩
This paper presents an experimental thorough study on geocell reinforced loose sand (Dr = 25%), focusing on the improvement of the shear strength in undrained conditions. The experimental p...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3605f3b14f91554930d47768545858f9
https://hal.archives-ouvertes.fr/hal-03256479
https://hal.archives-ouvertes.fr/hal-03256479
Publikováno v:
Geotechnical and Geological Engineering. 37:1047-1057
Algeria, like other Mediterranean countries, is highly exposed to seismic hazards. Several damages have been observed in previous earthquake such as, differential settlements of structures many slope failures and soil movements in Chlef region. This