Zobrazeno 1 - 10
of 12
pro vyhledávání: '"Mohammad Reza Arvin"'
Publikováno v:
Geosciences, Vol 13, Iss 3, p 81 (2023)
An automatic process for estimating ground stability and settlement of circular tunnels is developed for practitioners in this paper using finite difference method FLAC code. The numerical model aims to simulate the movement and relaxation of the soi
Externí odkaz:
https://doaj.org/article/80cb8987f502417e84e835875e052d10
Publikováno v:
Geotechnical and Geological Engineering. 41:1115-1135
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3c5c3b627dab060cd2af48c6be5b44d2
https://doi.org/10.1007/s10706-022-02326-z
https://doi.org/10.1007/s10706-022-02326-z
Publikováno v:
International Journal of Geomechanics. 23
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7a01335dead957b3ff1c99876a475560
https://doi.org/10.1061/ijgnai.gmeng-7983
https://doi.org/10.1061/ijgnai.gmeng-7983
Publikováno v:
Indian Geotechnical Journal. 52:352-371
Although a variety of research works have been carried out to investigate the behavior of nailed slopes and nail walls, only a few studies are devoted to the optimum design of soil nail walls. In this study, the limit equilibrium-based approach prese
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9dce270f7405534544091abf997aa3c3
https://doi.org/10.1007/s40098-021-00574-z
https://doi.org/10.1007/s40098-021-00574-z
Publikováno v:
Geomechanics and Geoengineering. 17:1056-1072
This study presents the results of a series of reduced scale model tests carried out to investigate the bearing capacity and displacement behaviour of strip footings resting near both unreinforced ...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4003395b525841f5e5076692af61f75c
https://doi.org/10.1080/17486025.2021.1912404
https://doi.org/10.1080/17486025.2021.1912404
Publikováno v:
International Journal of Geosynthetics and Ground Engineering. 7
In this study, the influence of the three significant contributing factors affecting the behavior of the footings resting on the unreinforced and geocell-reinforced sand slopes are investigated using a series of small-scale model tests. These factors
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::abfa511e5a147d2f84e9c31c73b8ae71
https://doi.org/10.1007/s40891-021-00270-1
https://doi.org/10.1007/s40891-021-00270-1
Publikováno v:
Geotechnical and Geological Engineering. 37:1453-1467
Widespread application of geocells in practice, especially in slope stabilization, is mainly derived from the strengthening features they display in excess of membrane effect of planar geosynthetics. On the ground where geocells are in the shape of h
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::aa54a033fce8bb5869fbf0bde6b6f728
https://doi.org/10.1007/s10706-018-0699-0
https://doi.org/10.1007/s10706-018-0699-0
Autor:
Zahra Beigi, Mohammad Reza Arvin
Publikováno v:
Computers and Geotechnics. 97:69-77
Results of laboratory tests on geocell-reinforced soils indicate negligible change in the internal friction angle and development of an apparent cohesion. If sufficient apparent cohesion to withstand applied loads on foundations can be determined, th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8ddf27eec6bc9f6913b071b1fed81c08
https://doi.org/10.1016/j.compgeo.2018.01.001
https://doi.org/10.1016/j.compgeo.2018.01.001
Publikováno v:
Scientia Iranica.
Although several analytical and numerical approaches have been devoted to investigate the shakedown behavior of pavements, shakedown limit of reinforced pavements in particular geocell-reinforced pavements have not been explored yet by load-displacem
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9901016d5453b94d8757c757e989a8f8
https://doi.org/10.24200/sci.2017.4191
https://doi.org/10.24200/sci.2017.4191
Publikováno v:
Computers and Geotechnics. 39:107-115
Lower bound dynamic shakedown theory is a limit state method. It is employed herein to investigate the safety, which is associated with permanent displacement, of slopes under repeated dynamic loads, mainly earthquakes. An efficient numerical method,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9a5665a1f9ff42d77b73f36b9b05364d
https://doi.org/10.1016/j.compgeo.2011.08.001
https://doi.org/10.1016/j.compgeo.2011.08.001