Zobrazeno 1 - 10
of 10
pro vyhledávání: '"Lazhar Belabed"'
Autor:
Bencheikh Messaouda Boutahir Born, Aidoud Assia, Zohra Benamara Fatima, Lazhar Belabed, Meriem Dorbani
Publikováno v:
Selected Scientific Papers: Journal of Civil Engineering, Vol 16, Iss 2, Pp 175-187 (2021)
In the geotechnical engineering field, shallow foundations are frequently needed to ensure good fieldwork stability. They are also intended to permanently and uniformly transmit all load pressure on the seating floor. However, numerous mechanical con
Externí odkaz:
https://doaj.org/article/11c31029af31437ea7c604624edeb805
Publikováno v:
In Physics Procedia 2011 21:93-100
Autor:
Nasser Sekfali, Lazhar Belabed
Publikováno v:
Arabian Journal of Geosciences. 11
Traditionally, the design of geotechnical structures is based on a deterministic approach in which all parameters take a fixed value, which leads to an oversized and unjustified underestimation of the bearing capacity of soil, as well as the overesti
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9d5bc406900992916c2e261388e79b6c
https://doi.org/10.1007/s12517-018-3649-5
https://doi.org/10.1007/s12517-018-3649-5
Akademický článek
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Publikováno v:
World Journal of Engineering. 10:145-158
The theoretical study, presented here, deals with the problem of interaction pile soil, thus making a contribution in determining the resistance and friction edge side for a single stake sought by a charge axial static. The theoretical tool used is t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1a268629ade915adcf762c7062eda74b
https://doi.org/10.1260/1708-5284.10.2.145
https://doi.org/10.1260/1708-5284.10.2.145
Autor:
Lazhar Belabed, Fatima Zeroual
Publikováno v:
Advanced Materials Research. 324:400-403
The check of the stability of banks towards the slidings always crosses by the adoption of empirical global safety factors result, generally, of the study of the break along the deep surface of sliding. The mechanical model suited to this mode of bre
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::941c2abce89359781a7c0f94762d2bc1
https://doi.org/10.4028/www.scientific.net/amr.324.400
https://doi.org/10.4028/www.scientific.net/amr.324.400
Autor:
Lazhar Belabed, Fatima Zohra Benamara
Publikováno v:
Advanced Materials Research. 324:380-383
Developed as from the seventies, the nailing of the soils is a technique, which makes it possible to carry out a retaining wall of excavation by using the soil in place and installing the passive bars called nails. The main object of this work is to
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fee9d74142232241513d3a891b16a0af
https://doi.org/10.4028/www.scientific.net/amr.324.380
https://doi.org/10.4028/www.scientific.net/amr.324.380
Autor:
Lazhar Belabed, Fatima Zohra Benamara
Publikováno v:
Advanced Materials Research. 324:376-379
The construction of anchored retaining walls reach every day in the field of Civil Engineering especially in public works. Their dimensioning and stability are the axes of research for geotechnical. The rule is to reduce the active forces of the slid
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::478ad860faafe29d1d222f7ce91dba03
https://doi.org/10.4028/www.scientific.net/amr.324.376
https://doi.org/10.4028/www.scientific.net/amr.324.376
Publikováno v:
Geotechnical and Geological Engineering. 29:443-452
The stabilization of slopes by the technique of reinforced earth (Terre Armee) is a very economical and reliable technique. We propose in this paper to check the overall internal stability of the reinforced earth retaining walls by three mechanical m
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::77987849986599480a91b16076a18c6a
https://doi.org/10.1007/s10706-011-9390-4
https://doi.org/10.1007/s10706-011-9390-4
Autor:
Lazhar Belabed
Publikováno v:
Bautechnik. 84:803-815
Zur Ermittlung der erforderlichen Ankerlangen wird bei verankerten Stutzwanden ublicherweise der Nachweis der tiefen Gleitfuge herangezogen. In diesem Beitrag wird ein modifiziertes Verfahren fur zweifach verankerte Stutzwande mit Berucksichtigung de
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::186c1839fa63de1d86b888574c08716e
https://doi.org/10.1002/bate.200710068
https://doi.org/10.1002/bate.200710068