Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Marcelo Eberhardt"'
Autor:
Danny José Useche-Infante, Gonzalo Martin Aiassa-Martinez, Pedro Ariel Arrua, Marcelo Eberhardt
Publikováno v:
Innovative Infrastructure Solutions. 7
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::88762f09c7d2e1de71c55ffa1c929f12
https://doi.org/10.1007/s41062-022-00830-y
https://doi.org/10.1007/s41062-022-00830-y
Publikováno v:
Geomechanics and Geoengineering. 17:45-63
Load tests were carried out with a circular foundation of diameter, B = 100 mm, supported on geogrid-sand reinforced contained in a circular-steel tank with diameter of 600 mm and depth of 450 mm, ...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::210142700a1b73868f89df9f4b916c58
https://doi.org/10.1080/17486025.2019.1683621
https://doi.org/10.1080/17486025.2019.1683621
Publikováno v:
International Journal of Geotechnical Engineering. 15:877-886
This paper presents the results of a series of load tests carried out with a foundation model supported by sand. The aim of this study is to measure the stresses in the soil that occur when applying loads with a circular foundation model. Sand was pl
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::05be983ed219f529fee8e7e32b3f2a68
https://doi.org/10.1080/19386362.2018.1541626
https://doi.org/10.1080/19386362.2018.1541626
Publikováno v:
International Journal of Geosynthetics and Ground Engineering. 2
This paper presents the results of direct shear test on soil samples reinforced with geosynthetics, conducted with the aim of characterize the shear strength of reinforced soil composite. Two types of granular soil (well graded sand and silty sand) a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::38246c5b3f342f25610ee0f83d19726d
https://doi.org/10.1007/s40891-016-0058-2
https://doi.org/10.1007/s40891-016-0058-2
Publikováno v:
International Journal of Geomate.
In previous works several experimental investigations aimed at establishing the behavior of granular soils reinforced with geosynthetics have been conducted. It has been found that the capacity of the soil improves due to a tensile force given by the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9d8e2f3cf974d7a98acaabe8b202afcb
https://doi.org/10.21660/2016.21.5168
https://doi.org/10.21660/2016.21.5168
Publikováno v:
International Journal of Geomate.
Reinforced granular embankments are often placed on soft soil strata for an efficient andeconomical transfer of superstructure load. This paper describes laboratory tests on circular footing supportedon unreinforced and geogrid-reinforced granular so
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::614fde8efb0479815e605f85c8e59a88
https://doi.org/10.21660/2016.20.66709
https://doi.org/10.21660/2016.20.66709
Publikováno v:
International Journal of Geomate.
Loessic soils are the main geological storage available as a building material in Cordoba, Argentina. They are a typically kind of clayed silty soil with a metastable structure. Their structure makes them sensitive to collapse and sliding upon wettin
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::682e2651236a71a399bfd43de4721e35
https://doi.org/10.21660/2015.18.4158
https://doi.org/10.21660/2015.18.4158
Publikováno v:
International Journal of Geomate.
The water content, shape and roughness of soil particles are related to the strength and stiffness of loessic soil samples under remolded conditions. When soil sample are under undisturbed condition, the cementation level between particles by the pre
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::24da629fd8985bb145d6d2b3a99d872b
https://doi.org/10.21660/2011.2.2d
https://doi.org/10.21660/2011.2.2d
Publikováno v:
International Journal of GEOMATE; Sep2015, Vol. 9 Issue 1, p1360-1364, 5p