Zobrazeno 1 - 10
of 85
pro vyhledávání: '"Jafar Bolouri"'
Publikováno v:
آب و توسعه پایدار, Vol 11, Iss 1, Pp 83-91 (2024)
Internal erosion is a common reason for dam failure, which is caused by soil subsidence and the formation of sinkholes. This phenomenon typically occurs in internally unstable soils. The dam is located in Neyshabour City and is built on a deep alluvi
Externí odkaz:
https://doaj.org/article/e0fa1afb3bcf4de0bf5faf47344732a8
Autor:
Keyhan Sajedi, Jafar Bolouri Bazzaz
Publikováno v:
Journal of Rehabilitation in Civil Engineering, Vol 10, Iss 3, Pp 121-140 (2022)
Using shell foundations as well as their benefits in the case of improved bearing capacity is investigated these days, especially strip folded shape. Because of more contact in soil, these type of shells have more bearing capacity than shallow founda
Externí odkaz:
https://doaj.org/article/66cbbbb6dceb40ffb9accc41b926cc02
Publikováno v:
International Journal of Geo-Engineering, Vol 12, Iss 1, Pp 1-19 (2021)
Abstract The primary objective of this study is to investigate the benefits of adding tire rubber as an inclusion to backfill behind integral bridge abutments. In this respect, four physical model tests that enable cyclic loading of the backfill-abut
Externí odkaz:
https://doaj.org/article/06615d871900425f8ce94764c7775859
Publikováno v:
Journal of Structural and Construction Engineering, Vol 8, Iss 1, Pp 307-326 (2021)
Because of non-linear and settlement dependent behavior of soil and effect of the interactions, understanding the behavior of piles and raft and the load sharing mechanism in piled rafts is a key issue. Recently, researchers have introduced few norma
Externí odkaz:
https://doaj.org/article/cd638a4cd1a84861a120b2130e56dd36
Publikováno v:
Journal of Rehabilitation in Civil Engineering, Vol 8, Iss 2, Pp 18-36 (2020)
Even though steel bar is a conventional reinforcement in soil stabilization systems, the problem of corrosion of steel may lead to vast damages especially in aggressive environments. In the past decades, Fiber Reinforced Polymer (FRP) materials have
Externí odkaz:
https://doaj.org/article/d265e95d304943cfa2017b722ee871a6
Publikováno v:
Advances in Civil Engineering, Vol 2022 (2022)
Asphalt mixtures are the major constituent of road constructions. Those mixtures expose to high-temperature levels during the construction process and their life cycle. The bitumen aging occurred because of the harmful effects of elevated temperature
Externí odkaz:
https://doaj.org/article/53b3a63065e64dc5878da5233891d17d
Publikováno v:
Advances in Materials Science and Engineering, Vol 2022 (2022)
Using bitumen modifiers to prolong the asphalt mixture’s life has been considered a practical approach in constructing asphalt mixtures. Among various bitumen modifiers, biomass ones have been more noteworthy because of their abundance, cost-effect
Externí odkaz:
https://doaj.org/article/90a3f02ce6c94c8aa1d4ad4189baca39
Publikováno v:
Case Studies in Construction Materials, Vol 15, Iss , Pp e00739- (2021)
High temperature and traffic loading are two primary threats for asphalt pavement during the pavement's life cycle. The mentioned threats lead to significant distractions, namely bitumen's oxidative aging, rutting, and fatigue failure. In this study,
Externí odkaz:
https://doaj.org/article/fac32e6872ec49f1bf71e19528c140c3
Publikováno v:
Advances in Civil Engineering, Vol 2021 (2021)
Asphalt mixes encounter different distress during the life cycle of asphalt pavements, among which rutting and fatigue failure are prominent. Moreover, the addition of environmentally friendly modifiers into the asphalt binder to increase the perform
Externí odkaz:
https://doaj.org/article/e401b3481cc64863be247a8ae0ab72b3
Publikováno v:
International Journal of Mining and Geo-Engineering, Vol 50, Iss 2, Pp 219-229 (2016)
Reliable characterization of subsurface soil in urban areas is a major concern in geotechnical and geological engineering projects. In this regard, this research deals with development of a 3D geological engineering model on Mashhad City soil using S
Externí odkaz:
https://doaj.org/article/4452d2209869403798f554590f74c5ab