Zobrazeno 1 - 6
of 6
pro vyhledávání: '"Fatima Zohra Benamara"'
Publikováno v:
Civil and Environmental Engineering Reports, Vol 30, Iss 3, Pp 234-252 (2020)
Ballasted columns are an interesting technique for improving compressible soils in situ. Their major advantages are to reduce compaction, increase the bearing capacity of soils, accelerate consolidation, and eliminate the risks of liquefaction during
Publikováno v:
Civil and Environmental Engineering Reports, Vol 30, Iss 3, Pp 214-233 (2020)
Anchored retaining walls are structures designed to support different loading applied in static and dynamic cases. The purpose of this work is to design and study the stability of an anchored retaining wall loaded with different seismic actions to ob
Publikováno v:
Advances in Geophysics, Tectonics and Petroleum Geosciences ISBN: 9783030730253
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1a273136aab5aaf904901180d85b9a5f
https://doi.org/10.1007/978-3-030-73026-0_53
https://doi.org/10.1007/978-3-030-73026-0_53
Publikováno v:
Arabian Journal of Geosciences. 14
Anchored retaining walls are frequently performed for urban excavations and their overall stability is an important issue. The seismic response of the retaining walls is quite complex compared with the static response of these structures. The aim of
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
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