Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Ali Akbar Heshmati R."'
Publikováno v:
Advances in Civil Engineering, Vol 2020 (2020)
Mineral tailing deposits are one of the most important issues in the field of geotechnical engineering. The void ratio of mineral tailings is an essential parameter for investigating the geotechnical behavior of tailings. However, there has not yet b
Externí odkaz:
https://doaj.org/article/92f861def19e4d5fad1a5dd8ec65f747
Publikováno v:
Earth Sciences Research Journal, Vol 18, Iss 2, Pp 165-171 (2014)
The compression ratio of Municipal Solid Waste (MSW) is an essential parameter for evaluation of waste settlement. Since it is relatively time-consuming to determine compression ratio from oedometer tests and there exist difficulties associated with
Externí odkaz:
https://doaj.org/article/da7f54ce66754e85b9b321532e4a9c67
Publikováno v:
European Journal of Environmental and Civil Engineering. 27:288-316
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8181126e19bb2750b5c398e5eecc8427
https://doi.org/10.1080/19648189.2022.2042739
https://doi.org/10.1080/19648189.2022.2042739
Autor:
Rasoul Alipour, Ali Akbar Heshmati R, Jafar Karimiazar, Narges Esazadefar, Ebrahim Asghari-Kaljahi, Sayed Hessam Bahmani
Publikováno v:
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering. :1-14
The effects of nano-silica (NS) and nano-alumina (NA) additions on problematic marl soil in Tabriz, Iran were investigated. Marl soils constitute the foundations for most projects in Tabriz. Due to water absorption, these soils are liable to volume c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::397b81fbe8d327f71817486629501d90
https://doi.org/10.1680/jgeen.21.00016
https://doi.org/10.1680/jgeen.21.00016
Publikováno v:
Earth Sciences Research Journal. Dec2014, Vol. 18 Issue 2, p165-171. 7p. 2 Diagrams, 5 Charts, 3 Graphs.
Publikováno v:
Journal of Central South University. 22:931-936
The most common apparatus used to investigate the load−deformation parameters of homogeneous fine-grained soils is a Casagrande-type oedometer. A typical Casagrande oedometer cell has an internal diameter of 76 mm and a height of 19 mm. However, th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a58fc625992f6aab0bd6f31dad92bcbb
https://doi.org/10.1007/s11771-015-2603-x
https://doi.org/10.1007/s11771-015-2603-x
Publikováno v:
Earth Sciences Research Journal, Vol 18, Iss 2, Pp 165-171 (2014)
Repositorio UN
Universidad Nacional de Colombia
instacron:Universidad Nacional de Colombia
Scopus-Elsevier
Earth Sciences Research Journal, Volume: 18, Issue: 2, Pages: 165-171, Published: JUL 2014
Repositorio UN
Universidad Nacional de Colombia
instacron:Universidad Nacional de Colombia
Scopus-Elsevier
Earth Sciences Research Journal, Volume: 18, Issue: 2, Pages: 165-171, Published: JUL 2014
The compression ratio of Municipal Solid Waste (MSW) is an essential parameter for evaluation of waste settlement. Since it is relatively time-consuming to determine compression ratio from oedometer tests and there exist difficulties associated with
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::fa00b6dcea4eea484fd70a0a890eaa8e
https://revistas.unal.edu.co/index.php/esrj/article/view/41988
https://revistas.unal.edu.co/index.php/esrj/article/view/41988
Publikováno v:
Waste managementresearch : the journal of the International Solid Wastes and Public Cleansing Association, ISWA. 32(1)
The compression ratio of municipal solid waste (MSW) is an essential parameter for evaluation of waste settlement and landfill design. However, no appropriate model has been proposed to estimate the waste compression ratio so far. In this study, a de
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ebf4f26a22d60579279926ff8a8dc467
https://pubmed.ncbi.nlm.nih.gov/24309439
https://pubmed.ncbi.nlm.nih.gov/24309439
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