Zobrazeno 1 - 10
of 21
pro vyhledávání: '"Reza Zareifard"'
Publikováno v:
Computers and Geotechnics. 159:105499
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fa9e0e1f5217b5354c6a091cdae2a88b
https://doi.org/10.1016/j.compgeo.2023.105499
https://doi.org/10.1016/j.compgeo.2023.105499
Publikováno v:
Applied Mathematical Modelling. 96:236-268
Rock excavation using drill and blast method is commonly used in tunneling world-wide. Drill and blast method has inherent disadvantage of deteriorating surrounding rock mass due to development of a blast-induced damage zone with reduced strength and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f001c486d2ad892169445dcdf3ecce3b
https://doi.org/10.1016/j.apm.2021.03.003
https://doi.org/10.1016/j.apm.2021.03.003
Autor:
Mohammad Reza Zareifard
Publikováno v:
Geotechnical and Geological Engineering. 38:3751-3760
In tunnels, convergences of sidewalls, roof and floor may be different, because of weight of the failed or plastic rock mass. In this paper, a closed-form analytical solution for a deep tunnel excavated in an elastoplastic rock mass is proposed. Usin
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8a94491ee1d9288baacd04f186d53111
https://doi.org/10.1007/s10706-020-01255-z
https://doi.org/10.1007/s10706-020-01255-z
Publikováno v:
International Journal of Pressure Vessels and Piping. 199:104754
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::847ef3e0c872553aee09c73a713fb328
https://doi.org/10.1016/j.ijpvp.2022.104754
https://doi.org/10.1016/j.ijpvp.2022.104754
Autor:
Mohammad Reza Zareifard
Publikováno v:
European Journal of Environmental and Civil Engineering. 25:2509-2539
In definition of the ground response curve for a tunnel, convergences of side wall, roof and floor may be different, because of the weight of the failed or plastic rock mass. In this paper, an anal...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4bb1cc01e40a65d04312714380e8f2ac
https://doi.org/10.1080/19648189.2019.1632745
https://doi.org/10.1080/19648189.2019.1632745
Publikováno v:
Marine Structures. 83:103156
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::116a821e700856524b1be7b00bc09e01
https://doi.org/10.1016/j.marstruc.2021.103156
https://doi.org/10.1016/j.marstruc.2021.103156
Autor:
Mohammad Reza Zareifard
Publikováno v:
International Journal of Geomechanics. 20
The drill and blast method is one of the most widely used techniques for excavation of tunnels in rock masses. The most worrying issue in this method is unfavorable damage induced by blast...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::04bd06803bed52aeec424382bb7cce13
https://doi.org/10.1061/(asce)gm.1943-5622.0001822
https://doi.org/10.1061/(asce)gm.1943-5622.0001822
Autor:
Mohammad Reza Zareifard
Publikováno v:
Applied Mathematical Modelling. 62:62-85
In a pressure tunnel with a permeable lining, development of flow from the tunnel induces seepage stresses in the surrounding ground and the lining. In this paper, an analytical solution for analysis and design of pressure tunnels is presented, based
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dcd942cb2acc57241e8608afee446657
https://doi.org/10.1016/j.apm.2018.05.032
https://doi.org/10.1016/j.apm.2018.05.032
Publikováno v:
Tunnelling and Underground Space Technology. 58:186-196
The excavation impact (e.g. due to blasting, TBM drilling, etc.) induces an excavation damaged or disturbed zone around a tunnel. In this regard, in drill and blast method, the damage to the rock mass is more significant. In this zone, the stiffness
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::797a16e841f75eb194a74f6e1f3d9cfa
https://doi.org/10.1016/j.tust.2016.05.007
https://doi.org/10.1016/j.tust.2016.05.007
Publikováno v:
KSCE Journal of Civil Engineering. 20:2640-2654
In this paper, an analytical method, for calculating seepage induced stresses and displacements in underwater lined circular pressure tunnels, is developed on the basis of a generalized effective stress law. The problem is considered as axisymmetric,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::825874a7e81644985c9082a9dee549bb
https://doi.org/10.1007/s12205-016-0105-5
https://doi.org/10.1007/s12205-016-0105-5