Zobrazeno 1 - 10
of 101
pro vyhledávání: '"S.N. Moghaddas Tafreshi"'
Autor:
S.N. Moghaddas Tafreshi, R. Zakeri
Publikováno v:
مهندسی عمران شریف, Vol 37.2, Iss 2.2, Pp 47-59 (2021)
Machine foundations induce a wide range of dynamic shear strains in foundation bed. Dynamic properties of soils including the damping ratio and the dynamic stiffness intensely depend on the level of generated dynamic shear strain. Therefore, consider
Externí odkaz:
https://doaj.org/article/f225084c31a9482892cfd9e1dbff0841
Autor:
M. Shamsi, S.N. Moghaddas Tafreshi
Publikováno v:
مهندسی عمران شریف, Vol 34.2, Iss 1.2, Pp 111-122 (2018)
Ground improvement using stone columns is a popular technique for foundation of s
Externí odkaz:
https://doaj.org/article/7a30a86818144d968fb981b60df81e90
Publikováno v:
مهندسی عمران شریف, Vol 31.2, Iss 3.1, Pp 51-62 (2015)
Underground conduits, voids or buried pipes have been since ancient times for carr
Externí odkaz:
https://doaj.org/article/93fe835708524a43bd17c8583a728fff
Autor:
S.N. Moghaddas Tafreshi, T. Shaghaghi
Publikováno v:
مهندسی عمران شریف, Vol 31.2, Iss 3.1, Pp 63-72 (2015)
Geosynthetic materials, such as geotextile, geogride and geocell (as 3D-inclusion
Externí odkaz:
https://doaj.org/article/c3db2425c8b34c0b86319888077abece
Publikováno v:
مهندسی عمران شریف, Vol 31.2, Iss 3.1, Pp 73-81 (2015)
Bottled water is the fastest growing beverage industry in the world, and recycling
Externí odkaz:
https://doaj.org/article/f6b1b4f9bd074eb2ba349e76105ad505
Publikováno v:
Geotextiles and Geomembranes. 51:15-35
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0dcccae2b65d67e86036370486d85f52
https://doi.org/10.1016/j.geotexmem.2023.03.001
https://doi.org/10.1016/j.geotexmem.2023.03.001
Publikováno v:
Geosynthetics International. 29:205-216
This study proposes reusing post-consumer soil-filled PET (polyethylene terephthalate) bottles as a novel soil reinforcing element by conducting a laboratory-scale experimental investigation. The concept is that the polymer bottle walls act to confin
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3b2c4fe07c631bed46ecf2d0289a18b7
https://doi.org/10.1680/jgein.21.00031
https://doi.org/10.1680/jgein.21.00031
Akademický článek
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Publikováno v:
Geotextiles and Geomembranes. 48:400-418
This paper reports full scale experiments, under simulated heavy traffic, of geocell and EPS (expanded polystyrene) geofoam block inclusions to mitigate the pressure on, and deformation of, shallow buried, high density polyethylene (HDPE) flexible pi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6b8c5e190bb3c0e7571e4d9a45546cc0
https://doi.org/10.1016/j.geotexmem.2019.12.011
https://doi.org/10.1016/j.geotexmem.2019.12.011
Publikováno v:
Geotextiles and Geomembranes. 48:1-23
The suitability of geocell reinforcement in reducing rut depth, surface settlements and/or pavement cracks during service life of the pavements supported on expanded polystyrene (EPS) geofoam blocks is studied using a series of large-scale cyclic pla
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1f89bf0131e931d3b11f03a38df2cbac
https://doi.org/10.1016/j.geotexmem.2019.103499
https://doi.org/10.1016/j.geotexmem.2019.103499