Zobrazeno 1 - 10
of 11
pro vyhledávání: '"Mohsen Mousivand"'
Publikováno v:
Journal of Rehabilitation in Civil Engineering, Vol 7, Iss 1, Pp 35-48 (2019)
Dimensionless coefficient (l) in convergence confinement method indicates the relaxation of stress in the wall of the tunnel at different excavation movements. This factor is contemplated a constant number in previous studies and tunnel geometric cha
Externí odkaz:
https://doaj.org/article/fe359e2f0af5425997da8e45feb5d2a0
Publikováno v:
Geomicrobiology Journal. 38:631-638
In the current study, Microbial-Induced Carbonate Precipitation (MICP) is used for the improvement of silty sand to mitigate wind erosion by spray-treating the soil surface layer with bacterial cel...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0778d1bdcb79442e3aebfc792e8edc85
https://doi.org/10.1080/01490451.2021.1917733
https://doi.org/10.1080/01490451.2021.1917733
Publikováno v:
Arabian Journal of Geosciences. 15
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bfc00ce05c69b235bbbd23600bb9c5a3
https://doi.org/10.1007/s12517-021-09394-0
https://doi.org/10.1007/s12517-021-09394-0
Publikováno v:
Journal of Materials in Civil Engineering. 33
Many studies have been carried out on the influence of freeze–thaw cycles on the mechanical behavior of cement- or lime-stabilized soils. However, very limited studies have considered the e...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::553d89231a4bbe26f01de01f76f18f69
https://doi.org/10.1061/(asce)mt.1943-5533.0003905
https://doi.org/10.1061/(asce)mt.1943-5533.0003905
Autor:
Mohammad Maleki, Mohsen Mousivand
Publikováno v:
Geotechnical and Geological Engineering. 36:1707-1722
Stress reduction factor (λ) is an important component in the two-dimensional (2D) analysis of tunnel using convergence–confinement method (CCM). So far, however, there has been little discussion about effective parameters on λ. The aim of this st
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::eda16495812cd1f3c963452388b491c9
https://doi.org/10.1007/s10706-017-0426-2
https://doi.org/10.1007/s10706-017-0426-2
Publikováno v:
Geotechnical and Geological Engineering. 35:1185-1198
Stress reduction factor, λ, is a dimensionless coefficient in two-dimensional (2D) analysis based on convergence confinement method (CCM) of tunnel which represents stress relaxation in the tunnel walls at different excavation steps. The aim of this
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bf6c02c8bba5e21790f9ba23883456d1
https://doi.org/10.1007/s10706-017-0173-4
https://doi.org/10.1007/s10706-017-0173-4
Publikováno v:
New Solutions for Challenges in Applications of New Materials and Geotechnical Issues ISBN: 9783319957432
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::faaec17bcc9f2106df1c0c24574570b7
https://doi.org/10.1007/978-3-319-95744-9_18
https://doi.org/10.1007/978-3-319-95744-9_18
Publikováno v:
New Solutions for Challenges in Applications of New Materials and Geotechnical Issues ISBN: 9783319957432
In recent years, there has been an increasing interest in tunnel excavation to resolve traffic problems especially in populated urban areas. However, tunnel excavations could seriously affect ground surface behavior static and dynamic load conditions
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0bfcdbc69aa2fd9db7a4de51dbca95cc
https://doi.org/10.1007/978-3-319-95744-9_16
https://doi.org/10.1007/978-3-319-95744-9_16
Publikováno v:
Geo-China 2016.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::772054ca8532cae00e55221456d03515
https://doi.org/10.1061/9780784480014.009
https://doi.org/10.1061/9780784480014.009
Publikováno v:
Soil Dynamics and Earthquake Engineering. 31:1324-1331
Previous researches concerning the behavior of sand mixed with non-plastic fine show that the void ratio related to sand grains (ec) plays a more important role in comparison with the total void ratio, where soil undrained resistance will be improved
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d09105d316c0bd3e9f6799e21e9a3c50
https://doi.org/10.1016/j.soildyn.2011.05.003
https://doi.org/10.1016/j.soildyn.2011.05.003