Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Roohollah Farzalizadeh"'
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 10, Iss 5, Pp 924-934 (2018)
Liquefaction is one of the most destructive natural hazards that cause damage to engineering structures during an earthquake. This study aims to examine the effect of rubber and gravel drainage columns on the reduction of liquefaction potential of sa
Externí odkaz:
https://doaj.org/article/a34b1dcc70274e4ab784b7351c8011bb
Publikováno v:
Bulletin of Earthquake Engineering. 20:3699-3714
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b84635f0be971d5a977a5ad4747a7296
https://doi.org/10.1007/s10518-022-01358-3
https://doi.org/10.1007/s10518-022-01358-3
Publikováno v:
Geotextiles and Geomembranes. 49:1483-1494
In this paper, the seismic performance of wall-type gravel and rubber drains as a liquefaction countermeasure in silty sand has been addressed using a series of 1 g shaking table tests. In these tests, the liquefaction resistance of silty sand was st
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7b13f05d608f95270bbd1f0ed2374fd9
https://doi.org/10.1016/j.geotexmem.2021.06.002
https://doi.org/10.1016/j.geotexmem.2021.06.002
Publikováno v:
Proceedings of the 4th International Conference on Performance Based Design in Earthquake Geotechnical Engineering (Beijing 2022) ISBN: 9783031118975
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b184540c264d2a69988d7088ad105c6b
https://doi.org/10.1007/978-3-031-11898-2_149
https://doi.org/10.1007/978-3-031-11898-2_149
Publikováno v:
International Journal of Geotechnical Engineering. 15:1040-1050
Lime is commonly used for treatment of clays. Factors influencing the stabilization process include clay mineral and content, type of lime, etc. Current paper presents results of examining the effe...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c6676fe4ab9443cfa558582e7281d8d2
https://doi.org/10.1080/19386362.2019.1677401
https://doi.org/10.1080/19386362.2019.1677401
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 10, Iss 5, Pp 924-934 (2018)
Liquefaction is one of the most destructive natural hazards that cause damage to engineering structures during an earthquake. This study aims to examine the effect of rubber and gravel drainage columns on the reduction of liquefaction potential of sa
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::05724f324ef65e25506ac1ea520ccfda
https://doi.org/10.1016/j.jrmge.2018.03.008
https://doi.org/10.1016/j.jrmge.2018.03.008
Autor:
Roohollah Farzalizadeh, Hadi Bahadori
Publikováno v:
International Journal of Civil Engineering. 16:395-408
This study examined the effect of adding tyre powders and tyre shreds on the liquefaction potential of loose saturated sandy soil. Also, the dynamic properties of reinforced soil such as the damping ratio and shear modulus were investigated. To this
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fd8b81187a690ccfe8d1c26b0d024c13
https://doi.org/10.1007/s40999-016-0136-9
https://doi.org/10.1007/s40999-016-0136-9