Zobrazeno 1 - 10
of 11
pro vyhledávání: '"Mehdi Derakhshandi"'
Publikováno v:
Geoenvironmental Disasters, Vol 8, Iss 1, Pp 1-14 (2021)
Abstract Detailed study of the response of pipelines during seismic excitation can help reduce physical and financial losses during and after an earthquake. The current research investigated the seismic behavior of pipelines passing through variation
Externí odkaz:
https://doaj.org/article/9695813263f44ddc9974c962ccb4c815
Publikováno v:
Indian Geotechnical Journal. 52:1325-1336
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::32295ea1a25849d3be98a8569f335933
https://doi.org/10.1007/s40098-022-00635-x
https://doi.org/10.1007/s40098-022-00635-x
Publikováno v:
Iranian Journal of Science and Technology, Transactions of Civil Engineering. 46:2345-2357
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cfaa1b023f1c974c1a0e61967cddcf51
https://doi.org/10.1007/s40996-022-00829-6
https://doi.org/10.1007/s40996-022-00829-6
Publikováno v:
Geotechnical and Geological Engineering. 39:533-547
This research provides two probabilistic and deterministic methods to assess the liquefaction potential based on the piezocone (CPTu), and then a procedure is proposed to develop the seismic fragility curves of soil liquefaction. For this purpose, a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::98794ae2de3b1a9dcf90beb6f5c00598
https://doi.org/10.1007/s10706-020-01511-2
https://doi.org/10.1007/s10706-020-01511-2
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:
Geoenvironmental Disasters, Vol 8, Iss 1, Pp 1-14 (2021)
Detailed study of the response of pipelines during seismic excitation can help reduce physical and financial losses during and after an earthquake. The current research investigated the seismic behavior of pipelines passing through variations in topo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::76295f1ae5b80a7c226dcb983b2965ef
https://doi.org/10.1186/s40677-021-00186-y
https://doi.org/10.1186/s40677-021-00186-y
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
Publikováno v:
Journal of Engineering Geology. 10:3839-3856
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dc8812657171f38cd0f9da144091c735
https://doi.org/10.18869/acadpub.jeg.10.4.3839
https://doi.org/10.18869/acadpub.jeg.10.4.3839
Autor:
Mehdi Derakhshandi, Mohammad Adampira
Publikováno v:
Engineering Geology. 266:105462
In this research, the seismic behavior of liquefiable sub-layers and their effect on seismic ground response have been evaluated. The initial patterns of seismic response along the height of a layered liquefiable soil are extracted using a series of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::802e25de27004a57508dec7b04dc468e
https://doi.org/10.1016/j.enggeo.2019.105462
https://doi.org/10.1016/j.enggeo.2019.105462
Publikováno v:
Scientia Iranica.
Recently, much effort has been devoted to improving the performance of geosynthetic reinforced walls under various stress conditions. In this research, the effect of using cemented mixed soil as a backfill material is studied on the static response o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f52fbf6b7364bff7fddd1eaa0b51c1a0
https://doi.org/10.24200/sci.2018.21076
https://doi.org/10.24200/sci.2018.21076