Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Gh. Tavakoli Mehrjardi"'
Publikováno v:
Geotextiles and Geomembranes. 47:154-163
Existing studies confirmed that the response of geocell-reinforced beds is directly affected by contributory factors, including soil's grains, geocell's characteristics, and surface loading geometries. In this paper, a series of plate load tests has
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e56c86f2556fbf51568964e14c08c881
https://doi.org/10.1016/j.geotexmem.2018.12.003
https://doi.org/10.1016/j.geotexmem.2018.12.003
Autor:
Gh. Tavakoli Mehrjardi, M. Khazaei
Publikováno v:
Geotextiles and Geomembranes. 45:603-615
One of the most useful geosynthetics in soil reinforcement is geogrid due to its high tensile strength, having a great influence on soil skeleton reinforcement and eventually, increasing bearing capacity of the foundation. In this research, a series
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::af87f4bb24ed8cb3d112bce704a4ae0e
https://doi.org/10.1016/j.geotexmem.2017.08.002
https://doi.org/10.1016/j.geotexmem.2017.08.002
Publikováno v:
European Journal of Environmental and Civil Engineering. 23:1069-1082
It seems that performance of geotextiles is directly related to their survivability, which affects design economy. This paper aims to present design graphs in order to estimate the tensile strength reduction factors of nonwoven geotextiles due to the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4474c88b1e7181133576b70bdfb145f2
https://doi.org/10.1080/19648189.2017.1327897
https://doi.org/10.1080/19648189.2017.1327897
Publikováno v:
Geotextiles and Geomembranes. 44:862-871
This paper investigates the influence of geogird reinforcement on slope deformations and its stability under a limited width of surcharge (strip footing with width of 140 mm) on the crest. A series of reduced scale plate load tests were conducted to
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ff79e6a5f9a6a9c5137c5b8e1013c0f3
https://doi.org/10.1016/j.geotexmem.2016.06.006
https://doi.org/10.1016/j.geotexmem.2016.06.006
Autor:
Gh. Tavakoli Mehrjardi, Andrew Dawson, S.N. Moghaddas Tafreshi, Tahereh Shaghaghi, Mohsen Ghadrdan
Publikováno v:
Geotextiles and Geomembranes. 43:332-344
Multiple layers of geosynthetic reinforcement, placed below foundations or in the supporting layers of road pavements, can improve section performance through several mechanisms, leading to reduction in stresses and deformations. This paper aims to p
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7ddc164f9147547ab6d1b7fdbf2d4dcf
https://doi.org/10.1016/j.geotexmem.2015.04.006
https://doi.org/10.1016/j.geotexmem.2015.04.006
Publikováno v:
Geosynthetics International. 20:105-118
ABSTRACT: Heavy traffic loading can produce loss of functionality in pipeline networks, with consequential interference with economic and social impacts in the areas involved in breakage. The consequences of breakage or disconnection of pipelines are
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2558f08f4ebce57bff077a5204a420e8
https://doi.org/10.1680/gein.13.00005
https://doi.org/10.1680/gein.13.00005
Publikováno v:
Geotextiles and Geomembranes. 34:116-130
Service trench provision and maintenance of buried pipes represent major cost items in the utilities industry. Using recycled material in order to optimize the design of the buried pipe system can lead to significant cost reductions, but only if perf
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8a5c15e281088f1d9603890ffa18e954
https://doi.org/10.1016/j.geotexmem.2012.05.004
https://doi.org/10.1016/j.geotexmem.2012.05.004
Publikováno v:
Engineering Applications of Artificial Intelligence. 21:883-894
This paper presents a feed forward back-propagation neural network model to estimate the vertical deformation of high-density polyethylene (HDPE) small diameter flexible pipes buried in reinforced trenches and settlement of soil surface (SSS) subject
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5c61267be06adf0bdc209d2c2f24c3a7
https://doi.org/10.1016/j.engappai.2007.09.001
https://doi.org/10.1016/j.engappai.2007.09.001
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