Zobrazeno 1 - 10
of 66
pro vyhledávání: '"Mohammad Hassan Baziar"'
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 16, Iss 9, Pp 3733-3745 (2024)
Liquefaction assessment based on strain energy is significantly superior to conventional stress-based methods. The main purpose of the present study is to investigate the correlation between shear wave velocity and strain energy capacity of silty san
Externí odkaz:
https://doaj.org/article/b383dc76e5464683af5e8804795c2987
Publikováno v:
Journal of Earthquake Engineering. :1-14
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b6a1319b2d8478bb3d894fe6c0910a84
https://doi.org/10.1080/13632469.2023.2171508
https://doi.org/10.1080/13632469.2023.2171508
Centrifuge study of seismic response of soil-nailed walls supporting a footing on the ground surface
Publikováno v:
Géotechnique. :1-17
Seismic design of soil-nailed walls requires demonstrations of tolerable ranges of wall movements, especially when a surcharge load exists near the wall. In this study, the effect of surcharge location on seismically induced wall movements was invest
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::320ba4b4e032aa8e5ff7a484792042bd
https://doi.org/10.1680/jgeot.21.00157
https://doi.org/10.1680/jgeot.21.00157
Publikováno v:
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering. :1-13
The interaction between an underground tunnel in a sand deposit while a reverse fault rupture propagates from the bedrock to the ground surface was simulated using the discrete-element method (DEM). The propagation pattern of the fault ruptures and t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::52a242003228a60ca3d7c12853355752
https://doi.org/10.1680/jgeen.21.00134
https://doi.org/10.1680/jgeen.21.00134
Publikováno v:
Earthquake Spectra. 38:37-55
Currently, conventional remediation of liquefaction triggering may have many environmental effects, and this important issue has led researchers to look for more sustainable methods. In this research, one of the new bio-improvement methods (biogas) h
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9fde6e773904bcd67ed1b11c733aca38
https://doi.org/10.1177/87552930211041641
https://doi.org/10.1177/87552930211041641
Publikováno v:
International Journal of Geomechanics. 22
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::43f07d11430b65339d04e74c1c650504
https://doi.org/10.1061/(asce)gm.1943-5622.0002593
https://doi.org/10.1061/(asce)gm.1943-5622.0002593
Publikováno v:
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering. 174:263-278
On 3 October 2013, a global failure occurred in one of the stabilised sections of a deep excavation in Shahrak-e gharb in Tehran. The excavation was supported by ground anchors with enlarged reinforced concrete thrust blocks and sprayed concrete faci
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9ad503d182aafe928e4729343fb992e8
https://doi.org/10.1680/jgeen.19.00122
https://doi.org/10.1680/jgeen.19.00122
Mitigation of Dust Emissions of Silty Sand Induced by Wind Erosion Using Natural Soybean Biomaterial
Publikováno v:
International Journal of Civil Engineering. 19:595-606
Fugitive dust induced by wind erosion has been a serious environmental problem in many countries. In this research, a plant-derived urease enzyme named soybean, as a cheap and easily available enzyme-induced carbonate precipitation (EICP), is employe
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6765b192ed414843bba8c056a25c4f63
https://doi.org/10.1007/s40999-020-00587-4
https://doi.org/10.1007/s40999-020-00587-4
Publikováno v:
Marine Georesources & Geotechnology. 39:1273-1284
This research aims to study the effect of pile arrangement and inclination on the bending moment of piles as well as the horizontal acceleration of the cap under explosion loadings. Data was obtain...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a74a52ebe124d5a82f805ff6fd26d818
https://doi.org/10.1080/1064119x.2020.1825570
https://doi.org/10.1080/1064119x.2020.1825570
Publikováno v:
Géotechnique. 70:490-502
The present study refers to the effects of reverse faulting in dry sand on the mechanical response of a tunnel lining. Seven centrifuge tests (five tests with tunnel and fault rupture and two tests without tunnel and with fault rupture as free field)
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::219d1399c8d2c000a59d85999dea0efd
https://doi.org/10.1680/jgeot.18.p.019
https://doi.org/10.1680/jgeot.18.p.019