Zobrazeno 1 - 10
of 39
pro vyhledávání: '"Laurent, Briançon"'
Publikováno v:
Geotextiles and Geomembranes. 49:1046-1057
The soil reinforcement by geosynthetics has been extensively applied in covers and liners of landfills. The stability of this structure is especially dependent on the effectiveness of the anchorages holding the geosynthetic sheets. The simple run-out
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c0637f6385617b7b6a35f6e842615726
https://doi.org/10.1016/j.geotexmem.2021.02.003
https://doi.org/10.1016/j.geotexmem.2021.02.003
Autor:
Nisrine Abou Chaz, Laurent Briançon, Pascal Villard, Claire Silvani, Alain Nancey, Abdelkader Abdelouhab
Publikováno v:
E3S Web of Conferences. 368:02036
Six full-scale unpaved test sections were constructed to investigate the benefit obtained from inclusion of geosynthetic layer. Two geotextiles were placed at the interface between the base layer and the subgrade. The results allowed the estimation o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b796e2df3342feb287acd3a9569c4f38
https://doi.org/10.1051/e3sconf/202336802036
https://doi.org/10.1051/e3sconf/202336802036
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783030772338
The ASIRI+ Project, initiated in April 2019, is presented with a special focus on rolling loads for the application to linear geotechnical infrastructures such as railways and roads. This type of loading needs to be taken into account for understandi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bcc6b286735e3010fbd1efa888faa5f1
https://doi.org/10.1007/978-3-030-77234-5_54
https://doi.org/10.1007/978-3-030-77234-5_54
Publikováno v:
Canadian Geotechnical Journal. 56:1940-1952
The aim of this study is to investigate the behavior of a footing lying directly upon a rigid inclusion-reinforced soft soil. Both experimental and numerical approaches were conducted. The studied cases include single rigid inclusion tests, a footing
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0ae2de8724a3cfee6f8ad39ca86e16f8
https://doi.org/10.1139/cgj-2018-0495
https://doi.org/10.1139/cgj-2018-0495
Publikováno v:
EPJ Web of Conferences, Vol 249, p 14020 (2021)
A discrete element study of a reinforced granular embankment by rigid inclusions, submitted to cyclic loadings is presented. The discrete element method (based on molecular dynamics method) is used to understand the load transfer mechanisms into the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::931736169d15f002aa0cc05f8832c9ff
https://www.epj-conferences.org/articles/epjconf/pdf/2021/03/epjconf_pg2021_14020.pdf
https://www.epj-conferences.org/articles/epjconf/pdf/2021/03/epjconf_pg2021_14020.pdf
Publikováno v:
Innovative Infrastructure Solutions. 5
One of the important applications of geosynthetics in the slopes, such as landfills and waste disposal areas, is to use them as lining systems. To create the above conditions, most geosynthetics are placed in multilayer systems in the slopes. In thes
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::735907b18822d4c2bfd27c2d5c8993cd
https://doi.org/10.1007/s41062-020-00361-4
https://doi.org/10.1007/s41062-020-00361-4
Publikováno v:
Innovative Infrastructure Solutions; 10/25/2022, Vol. 7 Issue 1, p1-12, 12p
Publikováno v:
Geotextiles and Geomembranes
Geotextiles and Geomembranes, Elsevier, 2018, 46 (5), pp.611-624. ⟨10.1016/j.geotexmem.2018.04.015⟩
Geotextiles and Geomembranes, Elsevier, 2018, 46 (5), pp.611-624. ⟨10.1016/j.geotexmem.2018.04.015⟩
International audience; Geosynthetic-reinforced soils constitute an interesting solution for bridging cavities. Many methods have been developed to analyze the stability of soil-geosynthetic-cavity systems, but none of them is able to take into accou
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::517c559062d0079df23d8bba9d3ea7e6
https://hal.archives-ouvertes.fr/hal-01841016
https://hal.archives-ouvertes.fr/hal-01841016
Publikováno v:
Canadian Geotechnical Journal. 52:1592-1604
This paper describes a case history of a pile-supported industrial structure with an area improvement ratio of 2.2%. Field-monitored data from the contact pressures acting on the pile, the mattress, and underneath the concrete slab; pore-water pressu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a81766d4878869efb5a370272e93f7a7
https://doi.org/10.1139/cgj-2014-0262
https://doi.org/10.1139/cgj-2014-0262
Autor:
Philippe Delmas, Laurent Briançon
Publikováno v:
Mécanique des sols et géotechnique.
Les geosynthetiques sont des produits couramment utilises dans les ouvrages de genie civil. Parmi les differentes fonctions qu’ils peuvent assurer, la fonction renforcement est appliquee pour des ouvrages divers et varies tels que des ouvrages de s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2acd9999da18ee4094f78efa2cd9263f
https://doi.org/10.51257/a-v1-c305
https://doi.org/10.51257/a-v1-c305