Zobrazeno 1 - 10
of 40
pro vyhledávání: '"Seyed Mohammad Ali Zomorodian"'
Publikováno v:
Water Science and Engineering, Vol 17, Iss 2, Pp 187-196 (2024)
Local scour around pipelines crossing rivers or in marine environments is a significant concern. It can lead to failure of the pipelines resulting in environmental side effects and economic losses. This study developed an experimental method to reduc
Externí odkaz:
https://doaj.org/article/b92448a9d9b14aafa29b6d3cb40bf118
Autor:
Masih Zolghadr, Seyed Mohammad Ali Zomorodian, Abazar Fathi, Ravi Prakash Tripathi, Neda Jafari, Darshan Mehta, Parveen Sihag, Hazi Mohammad Azamathulla
Publikováno v:
Fluids, Vol 8, Iss 6, p 175 (2023)
The causes of many bridge failures have been reported to be local scour around abutments. This study examines roughening elements as devices with which to intercept the downflow responsible for the formation of the principal vortex, which is what tri
Externí odkaz:
https://doaj.org/article/ed7a5219106846e98161d0dbc703d624
Publikováno v:
علوم و مهندسی آبیاری, Vol 42, Iss 4, Pp 167-180 (2019)
The control of local scour around the piers and bridge abutments has been recognized as an issue of considerable importance due to the structural damage of bridges. Many methods have been already proposed by several researchers to tackle this problem
Externí odkaz:
https://doaj.org/article/7a79669217fc49d58465b90b10e9071c
Publikováno v:
مهندسی منابع آب, Vol 12, Iss 42, Pp 132-140 (2019)
Detention rockfill dams are one of the structural methods that can control flood risks with no impermeable core or membrane. These dams decrease the maximum discharge of flood hydrograph and postpone the time of its occurrence reducing life and finan
Externí odkaz:
https://doaj.org/article/1d02995220174fe6b22b3982b3a33b7d
Publikováno v:
علوم و مهندسی آبیاری, Vol 39, Iss 2, Pp 167-179 (2016)
Examining the properties and behavior of the flow in the rivers and its associated structures is one of complex phenomena that make the use of software inevitable. First, the results of laboratory test carried out by Duan et al. (2009) in Minnesota u
Externí odkaz:
https://doaj.org/article/a92ad730d2104845bc042dce71be84ec
Autor:
Azamathulla, Masih Zolghadr, Seyed Mohammad Ali Zomorodian, Abazar Fathi, Ravi Prakash Tripathi, Neda Jafari, Darshan Mehta, Parveen Sihag, Hazi Mohammad
Publikováno v:
Fluids; Volume 8; Issue 6; Pages: 175
The causes of many bridge failures have been reported to be local scour around abutments. This study examines roughening elements as devices with which to intercept the downflow responsible for the formation of the principal vortex, which is what tri
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=multidiscipl::0e919f05959907ae74d0fea3a2b5f184
Publikováno v:
Proceedings of the Institution of Civil Engineers - Ground Improvement. 175:209-221
Biological approaches have captured the attention of researchers regarding the beneficial effects of cyanobacteria inoculation in improving surficial soil stability. However, a gap exists in the literature regarding the impact of inoculation by indiv
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::09e9d55d58cee0962883394636027f18
https://doi.org/10.1680/jgrim.21.00017
https://doi.org/10.1680/jgrim.21.00017
Using wave energy for desalination is recently noticed by researchers and authorities. This is known in industry as wave to water and is especially vital for regions/islands where have access to seas and oceans but suffer from shortage of drinking wa
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1ad7702200fcdc413cbf1be4ce61c7a9
https://doi.org/10.21203/rs.3.rs-2762765/v1
https://doi.org/10.21203/rs.3.rs-2762765/v1
Publikováno v:
Sustainability; Volume 15; Issue 6; Pages: 5567
As a bio-inspired calcite precipitation method, bio-grouting via enzymatic-induced calcite precipitation (EICP) uses free urease enzyme to catalyze the urea hydrolysis reaction. This soil stabilization approach is relatively new and insufficiently in
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f86d285050e3f72e6c0d07bc60279092
Publikováno v:
Transportation Infrastructure Geotechnology. 10:41-61
Very limited studies have investigated the behavior of laterally loaded pile group systems. Accurate prediction of load-displacement response is essential in a pile group to produce a safe and economical design. The nonlinear soil-pile interactive be
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::38a7850887834441f5ff7e831ee02c28
https://doi.org/10.1007/s40515-021-00202-6
https://doi.org/10.1007/s40515-021-00202-6