Zobrazeno 1 - 4
of 4
pro vyhledávání: '"Leyla Bouaricha"'
Autor:
Ahmed Djafar Henni, Leyla Bouaricha
Publikováno v:
Iranian Journal of Science and Technology, Transactions of Civil Engineering. 44:107-114
The present study is dedicated to investigate the effects of the layers’ number and the type of fiber on the shear strength characteristics of Chlef silty sand. A series of 30 direct shear tests, by considering the number of layers and the types of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::66e6359be0ebb39cf2a3809456728aef
https://doi.org/10.1007/s40996-019-00335-2
https://doi.org/10.1007/s40996-019-00335-2
Publikováno v:
Soil Dynamics and Earthquake Engineering. 160:107382
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::04570954f7017d3dcac9e9e5a1d6b945
https://doi.org/10.1016/j.soildyn.2022.107382
https://doi.org/10.1016/j.soildyn.2022.107382
Publikováno v:
Studia Geotechnica et Mechanica, Vol 39, Iss 4, Pp 3-15 (2017)
A study was undertaken to investigate the shear strength parameters of treated sands reinforced with randomly distributed glass fibers by carrying out direct shear test after seven days curing periods. Firstly, we studied the fiber content and fiber
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::75058a458cf60d7536b0b2d25de361b7
https://doi.org/10.1515/sgem-2017-0032
https://doi.org/10.1515/sgem-2017-0032
Publikováno v:
Recent Advances in Geo-Environmental Engineering, Geomechanics and Geotechnics, and Geohazards ISBN: 9783030016647
In this article, a laboratory study using a series of 24 consolidated undrained triaxial tests was carried out on samples consisting of two relative densities, reinforced and unreinforced by glass fibers of varying content and subjected to three conf
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d59f34473f2277685f9457664d315b22
https://doi.org/10.1007/978-3-030-01665-4_63
https://doi.org/10.1007/978-3-030-01665-4_63
