Zobrazeno 1 - 10
of 81
pro vyhledávání: '"Mahmoud Ghazavi"'
Autor:
Mahmoud Ghazavi, Ehsan Khosroshahi
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 16, Iss 3, Pp 1085-1094 (2024)
The presence of waste tires poses an environmental challenge as they occupy a significant amount of land and are expensive to dispose in landfills. However, reusing waste tires can address this issue when waste tires are used in geotechnical applicat
Externí odkaz:
https://doaj.org/article/7b9ac7b9c5f24b62a9242b576b19026c
Publikováno v:
Rock and Soil Mechanics, Vol 43, Iss 11, Pp 3073-3082 (2022)
The aim of this study is to investigate the feasibility of utilizing the waste plastic bottles filled with soil as the transverse element attached to the steel stripe in the Mechanically Stabilized Earth Walls (MSEWs). Transverse members of reinforce
Externí odkaz:
https://doaj.org/article/aa49d8606b134862bcc70f0c3a2643d6
Publikováno v:
Journal of Soft Computing in Civil Engineering, Vol 5, Iss 1, Pp 1-18 (2021)
In this paper, the cost and weight of the reinforcement concrete cantilever retaining wall are optimized using Gases Brownian Motion Optimization Algorithm (GBMOA) which is based on the gas molecules motion. To investigate the optimization capability
Externí odkaz:
https://doaj.org/article/fbbdf46d2b1a4ccbb180503d7d5a0a66
Autor:
Parisa Heidari, Mahmoud Ghazavi
Publikováno v:
Journal of Rehabilitation in Civil Engineering, Vol 7, Iss 2, Pp 115-128 (2019)
The massive construction in poor lands has encouraged engineers to use deep foundations in order to transfer superstructure loads to the subsoil. Since soil excavation, sampling, and laboratory testing as a part of site investigation are relatively d
Externí odkaz:
https://doaj.org/article/adb1b7dbf4bc4adaaa845665876ca2b0
Autor:
Maryam Haghbin, Mahmoud Ghazavi
Publikováno v:
Civil Engineering Infrastructures Journal, Vol 49, Iss 1, Pp 111-126 (2016)
This paper develops an analytical method to calculate seismic bearing capacity of a strip footing, which is located on a slope reinforced with rows of pile. The resistance of passive pile is determined based on normal and shear stress of the soil aro
Externí odkaz:
https://doaj.org/article/7ab91065d64541748f47dd1547f27222
Publikováno v:
Geotechnical and Geological Engineering. 41:1473-1483
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9b4ab341ce1fb38e6fc79157e81b51e4
https://doi.org/10.1007/s10706-022-02348-7
https://doi.org/10.1007/s10706-022-02348-7
Publikováno v:
Marine Georesources & Geotechnology. 41:634-647
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::612920d36fb5c731487ed1f52de963de
https://doi.org/10.1080/1064119x.2022.2081827
https://doi.org/10.1080/1064119x.2022.2081827
Autor:
Alireza Shabanpour, Mahmoud Ghazavi
Publikováno v:
Canadian Geotechnical Journal. 59:1205-1214
The compressive behavior of tapered piles, particularly those with circular cross-sections, has been investigated during the last few decades. However, the tensile behavior of such piles has been rarely studied in the literature. In this paper, 12 st
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6998f06257f33c00941577231ec9ee6e
https://doi.org/10.1139/cgj-2020-0732
https://doi.org/10.1139/cgj-2020-0732
Publikováno v:
Innovative Infrastructure Solutions. 8
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cde2d7eaa69ef17941f70685cb653d2c
https://doi.org/10.1007/s41062-023-01114-9
https://doi.org/10.1007/s41062-023-01114-9
Publikováno v:
International Journal of Geomechanics. 23
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::92b8c9d0c035fe73b467d5757ae6b9ec
https://doi.org/10.1061/(asce)gm.1943-5622.0002624
https://doi.org/10.1061/(asce)gm.1943-5622.0002624