Zobrazeno 1 - 10
of 19
pro vyhledávání: '"Mohammad Adampira"'
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 8, Iss 4, Pp 480-488 (2016)
In this paper, stress behavior of shallow tunnels under simultaneous non-uniform surface traction and symmetric gravity loading was studied using a direct boundary element method (BEM). The existing full-plane elastostatic fundamental solutions to di
Externí odkaz:
https://doaj.org/article/27832aeaf14a48aba7d9f63bed9e6126
Publikováno v:
مجله مدل سازی در مهندسی, Vol 13, Iss 43, Pp 143-158 (2015)
Dynamic compaction (DC) technique with tamping is one of the soil improvement methods. Nowadays, there is a considerable interest in DC due to its advantages among the methods of soil improvement. In the present study, fuzzy logic and Sugeno inferenc
Externí odkaz:
https://doaj.org/article/68022966d4aa4ea2b0162353e581e06b
Publikováno v:
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering. 173:133-152
Although seismic site response is affected by liquefiable soil, the issue is complex and there are few comprehensive studies in this area. It is rare for seismic codes to consider attenuation or amplification of seismic waves due to the presence of l
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e82ee168e3cfa836a713ff3e7977a8fe
https://doi.org/10.1680/jgeen.18.00248
https://doi.org/10.1680/jgeen.18.00248
Publikováno v:
Journal of Earthquake Engineering. 25:1287-1315
This study evaluates the effect of excess pore water pressure (EPWP) in liquefiable sand sub-layers on the seismic response of the soil profile. A series of shaking table tests were conducted to ev...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5e4fc209796f0899713c3273b939d315
https://doi.org/10.1080/13632469.2019.1568930
https://doi.org/10.1080/13632469.2019.1568930
Autor:
Mohammad Adampira, Hamid Alielahi
Publikováno v:
Journal of Earthquake Engineering. 22:1137-1167
This paper deals with the evaluation of two-dimensional site-effects due to the seismic interaction between hills with various configurations and underground cavities. The time-domain boundary element method is used to evaluate the site-effects of hi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::997d67ee0ae8f52c3446d4f1bc75bb09
https://doi.org/10.1080/13632469.2016.1277437
https://doi.org/10.1080/13632469.2016.1277437
Publikováno v:
Journal of Engineering Geology. 10:3379-3404
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8aec6baa133d70bd579663f9a70c9f93
https://doi.org/10.18869/acadpub.jeg.10.2.3379
https://doi.org/10.18869/acadpub.jeg.10.2.3379
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 8, Iss 4, Pp 480-488 (2016)
In this paper, stress behavior of shallow tunnels under simultaneous non-uniform surface traction and symmetric gravity loading was studied using a direct boundary element method (BEM). The existing full-plane elastostatic fundamental solutions to di
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0fab1e3430652643145ca816440b67d7
Autor:
Hamid Alielahi, Mohammad Adampira
Publikováno v:
International Journal of Civil Engineering. 14:233-251
In this paper, the results of a comprehensive numerical parametric study on the seismic response of the half-plane with subsurface cavity have been presented. For analysis purposes, a numerical time-domain analysis is performed by utilizing a robust
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ce9429a5f3a23875b352bb476de19442
https://doi.org/10.1007/s40999-016-0020-7
https://doi.org/10.1007/s40999-016-0020-7
Autor:
Hamid Alielahi, Mohammad Adampira
Publikováno v:
International Journal of Rock Mechanics and Mining Sciences. 85:67-83
In this paper, the effects of two long unsupported parallel tunnels on the seismic response of the ground surface are studied, using the boundary element method in the time-domain. The medium is assumed to have a linear elastic constitutive behavior
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3ea8b429d7d7e1143c3f823e7f65a073
https://doi.org/10.1016/j.ijrmms.2016.03.010
https://doi.org/10.1016/j.ijrmms.2016.03.010
Autor:
Mohammad Adampira, Hamid Alielahi
Publikováno v:
Soil Dynamics and Earthquake Engineering. 80:163-167
In this paper deals with the evaluation of 2D site effects due to the presence of subterranean structures specifically underground cavities using time-domain BEM. The medium is assumed to have a linear elastic constitutive behavior subjected to verti
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::123866fbb976faa4264f25cfb2f4baea
https://doi.org/10.1016/j.soildyn.2015.10.003
https://doi.org/10.1016/j.soildyn.2015.10.003