Zobrazeno 1 - 10
of 19
pro vyhledávání: '"Ali Reza Bagherieh"'
Publikováno v:
Transportation Infrastructure Geotechnology.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a5cb4bc7b8e33524eb55842823c86f0a
https://doi.org/10.1007/s40515-022-00269-9
https://doi.org/10.1007/s40515-022-00269-9
Publikováno v:
European Journal of Environmental and Civil Engineering. 26:1415-1432
Weather changes induce wetting and drying cycles in soil and consequently affect the matric suction and may create residual effects in soil, which is referred to as hydraulic hysteresis. The result...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8e48dc29cc55c4508e6851576026672f
https://doi.org/10.1080/19648189.2020.1715263
https://doi.org/10.1080/19648189.2020.1715263
Experimental Evaluation of Swelling Pressure in an Unsaturated Kaolin by Direct and Indirect Methods
Publikováno v:
Geotechnical and Geological Engineering. 38:2509-2521
Various methods have been reported in the literature to measure the swelling pressure of clayey soils. These methods generally include experimental measurements of the swelling pressure of the soil using indirect methods by conventional oedometer app
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::122ceff61140f0e539bc0fd51dd9bd77
https://doi.org/10.1007/s10706-019-01165-9
https://doi.org/10.1007/s10706-019-01165-9
Publikováno v:
International Journal of Damage Mechanics. 29:388-412
Experimental studies within the previous years showed that the behavior of concrete is improved by adding steel fibers. Due to bridging effect, steel fibers in a concrete matrix prevent crack propagation under static loads. This phenomenon increases
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ced5bcad91a8797665e0ca641ac0e5c6
https://doi.org/10.1177/1056789519851159
https://doi.org/10.1177/1056789519851159
Publikováno v:
Asian Journal of Civil Engineering. 20:269-280
The use of steel fiber reinforced concrete (SFRC) as a structural material has shown an ever-increasing growth. Steel fibers have a significant effect on the mechanical properties of reinforced concrete, especially on its tensile behavior. For SFRC m
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::52740070cce9c1737382ddd25fdfaafb
https://doi.org/10.1007/s42107-018-00104-y
https://doi.org/10.1007/s42107-018-00104-y
Publikováno v:
Iranian Journal of Science and Technology, Transactions of Civil Engineering. 43:59-67
The wetting-induced swelling of unsaturated clayey soils can cause serious damages to buildings, bridges, and other infrastructure and may jeopardize the integrity of these structures. A model is required to predict these volume changes and be consid
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::423688fa047edcd3fdb49ac43495722e
https://doi.org/10.1007/s40996-018-0118-z
https://doi.org/10.1007/s40996-018-0118-z
Publikováno v:
Engineering Geology. 105:44-50
Shrinkage and water retention characteristics of a double porosity compacted soil are studied. Results from a series of suction controlled oedometric drying tests at different net stresses are presented. Water retention curves exhibit a bimodal respo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3777c27dc411749947c62bda47fe181c
https://doi.org/10.1016/j.enggeo.2008.12.009
https://doi.org/10.1016/j.enggeo.2008.12.009
Publikováno v:
Journal of Applied Sciences. 8:2387-2395
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c21b67cb51009d3af20d0526597e0604
https://doi.org/10.3923/jas.2008.2387.2395
https://doi.org/10.3923/jas.2008.2387.2395
Publikováno v:
Journal of Civil Infrastructure Researches; Jun2024, Vol. 10 Issue 1, Preceding p169-185, 18p
Autor:
Mohammadiasl, Mohammad1 (AUTHOR), Bagherieh, Ali R1 (AUTHOR) bagheri@malayeru.ac.ir
Publikováno v:
Advances in Structural Engineering. Apr2022, Vol. 25 Issue 6, p1194-1208. 15p.