Zobrazeno 1 - 10
of 19
pro vyhledávání: '"Ehsan Sadrossadat"'
Publikováno v:
Cleaner Materials, Vol 4, Iss , Pp 100072- (2022)
Recently, various waste materials and industrial by-products such as supplementary cementitious materials (SCMs) have been proposed to improve the properties of self-compacting concrete (SCC). This profitable waste management strategy results in lowe
Externí odkaz:
https://doaj.org/article/e7ba50f7b0c14e5699118620218290d6
Publikováno v:
Cleaner Engineering and Technology, Vol 4, Iss , Pp 100176- (2021)
To ensure ultra-high performance, in terms strength and durability, coarse aggregate is typically avoided in UHPC (ultra-high performance concrete). Instead, very fine quartz sand is usually used as the only aggregate. However, excessive extraction o
Externí odkaz:
https://doaj.org/article/db20f548446e4a53bdb89a2a831f0baf
Autor:
Ehsan Sadrossadat, Fazlollah Soltani, Seyyed Mohammad Mousavi, Seyed Morteza Marandi, Amir H. Alavi
Publikováno v:
Journal of Civil Engineering and Management, Vol 19, Iss 1 (2014)
A major concern in design of structures is to provide precise estimations of ultimate bearing capacity of soil beneath their foundations. Direct determination of the bearing capacity of foundations requires performing expensive and time consuming lab
Externí odkaz:
https://doaj.org/article/1114a040ac75499ebf7863661b8fe29e
Publikováno v:
International Journal of Mining, Reclamation and Environment. 37:110-126
Publikováno v:
Cleaner Engineering and Technology, Vol 4, Iss, Pp 100176-(2021)
Cleaner Engineering and Technology
Cleaner Engineering and Technology
To ensure ultra-high performance, in terms strength and durability, coarse aggregate is typically avoided in UHPC (ultra-high performance concrete). Instead, very fine quartz sand is usually used as the only aggregate. However, excessive extraction o
Autor:
Behzad Zohourian, Ehsan Sadrossadat, Mahdi Kaboutari, Parisa Rahimzadeh Oskooei, Behnam Ghorbani
Publikováno v:
Road Materials and Pavement Design. 21:701-719
Performance of pavements is significantly influenced by the characteristics and behaviour, e.g. compaction and deformation, of their underlying layer as subjected to different loadings. This can be...
Publikováno v:
Geotechnical and Geological Engineering. 36:2057-2076
This study explores the potential of adaptive neuro-fuzzy inference systems (ANFIS) for prediction of the ultimate axial load bearing capacity of piles (Pu) using cone penetration test (CPT) data. In this regard, a reliable previously published datab
Publikováno v:
Engineering with Computers. 34:865-880
Reinforced concrete (RC) columns have been basically designed to withstand compressive loads by means of strain and ductility of the longitudinal and transverse reinforcing materials. The objective of this paper is to propose new predictive models of
Publikováno v:
Structural Concrete. 19:783-794
In reinforced concrete (RC), concrete’s relatively low tensile strength and ductility are counteracted by reinforcement of materials having higher tensile strength or ductility, such as steel reinforcing bars. A remarkable concern in design of RC c
Publikováno v:
Proceedings of the 28th International Symposium on Mine Planning and Equipment Selection-MPES 2019 ISBN: 9783030339531
Cemented hydraulic backfill (CHB) is widely used in underground mine backfilling, especially when regional stability is required. One of the critical backfill properties is uniaxial compressive strength (UCS), the maximum axial compressive stress tha
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1d7313ccf9421907bd73d36d2b4210be
https://doi.org/10.1007/978-3-030-33954-8_28
https://doi.org/10.1007/978-3-030-33954-8_28