Zobrazeno 1 - 10
of 59
pro vyhledávání: '"Navid Ganjian"'
Autor:
Suha Aldarraji, Navid Ganjian
Publikováno v:
Journal of Engineering and Sustainable Development, Vol 28, Iss 4 (2024)
This study examines the combined impact of pre-test curing and soaking periods on the soil's resistance to collapse those results from treating gypseous sand with varying amounts of nanoclay. The soil comes from the Iraqi city of Najaf. The soil samp
Externí odkaz:
https://doaj.org/article/541ad4d6f87648eb97f6f0f36625c62e
Publikováno v:
Indian Geotechnical Journal. 52:1325-1336
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::32295ea1a25849d3be98a8569f335933
https://doi.org/10.1007/s40098-022-00635-x
https://doi.org/10.1007/s40098-022-00635-x
Publikováno v:
Iranian Journal of Science and Technology, Transactions of Civil Engineering. 46:2345-2357
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cfaa1b023f1c974c1a0e61967cddcf51
https://doi.org/10.1007/s40996-022-00829-6
https://doi.org/10.1007/s40996-022-00829-6
Publikováno v:
Innovative Infrastructure Solutions. 7
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d64f7eba66d910e9227601581afe0131
https://doi.org/10.1007/s41062-022-00877-x
https://doi.org/10.1007/s41062-022-00877-x
Publikováno v:
International Journal of Civil Engineering. 20:151-168
Placement of shallow foundations near or adjacent to slopes reduces their seismic and static bearing capacities. In this paper, the seismic behavior of shallow foundations adjacent to sandy slopes has been studied using a two-dimensional finite eleme
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::75aac5ec4404b13aca88e99bf3655eea
https://doi.org/10.1007/s40999-021-00641-9
https://doi.org/10.1007/s40999-021-00641-9
Publikováno v:
Geotechnical and Geological Engineering. 40:133-151
The present study aims to investigate the variation of mechanical properties of clayey sand treated with cement and nano titanium dioxide (NTD). For this purpose, unconfined compression and direct shear tests were performed on mixtures of clayey sand
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::248847bdccdaf681754fa2792bfd3c94
https://doi.org/10.1007/s10706-021-01881-1
https://doi.org/10.1007/s10706-021-01881-1
Publikováno v:
Acta Geotechnica Slovenica. 18:15-28
In this research a series of experimental tests were performed to investigate the effects of nano TiO2 (NT) on the triaxial behavior of cemented clayey sand (with variable amounts of kaolinite). To reduce the number of experiments, time and cost of r
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7a2021aa1d30627d63be74ffe70a70f0
https://doi.org/10.18690/actageotechslov.18.2.15-28.2022
https://doi.org/10.18690/actageotechslov.18.2.15-28.2022
Publikováno v:
Arabian Journal of Geosciences. 15
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dadd6260cd68ca0ed28ad739548bc88a
https://doi.org/10.1007/s12517-022-09869-8
https://doi.org/10.1007/s12517-022-09869-8
Publikováno v:
Geotechnical and Geological Engineering. 39:533-547
This research provides two probabilistic and deterministic methods to assess the liquefaction potential based on the piezocone (CPTu), and then a procedure is proposed to develop the seismic fragility curves of soil liquefaction. For this purpose, a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::98794ae2de3b1a9dcf90beb6f5c00598
https://doi.org/10.1007/s10706-020-01511-2
https://doi.org/10.1007/s10706-020-01511-2
Publikováno v:
Geotechnical and Geological Engineering. 38:2927-2943
The effects of specimen disturbance on determining of various soil properties are one of the most challenging issues in geotechnical engineering. Types of disturbance mechanisms were generated in consolidation test. One of the important parameters in
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fc3e3a54b40c9724266545db7b7323e5
https://doi.org/10.1007/s10706-020-01197-6
https://doi.org/10.1007/s10706-020-01197-6