Zobrazeno 1 - 10
of 38
pro vyhledávání: '"Meisam Goudarzy"'
Autor:
Houman Soleimani Fard, Meisam Goudarzy
Publikováno v:
International Journal of Geo-Engineering, Vol 12, Iss 1, Pp 1-19 (2021)
Abstract Studies in recent decades demonstrate the significant effect of stress configuration (e.g., vertical stress and lateral confinement) on the shear strength or, in this study, the cone penetration test (CPT) results. Addition of a surcharge ov
Externí odkaz:
https://doaj.org/article/0248980dff5547ccacb66e9fb9fd76ba
Publikováno v:
Fractal and Fractional, Vol 7, Iss 1, p 55 (2023)
Geomaterials, such as clay, sand, rockfill and ballast, etc [...]
Externí odkaz:
https://doaj.org/article/1a6bc9b58c0a4ae48d0dd0a7e525a80b
Autor:
Meisam Goudarzy, Debdeep Sarkar
Publikováno v:
Fractal and Fractional, Vol 6, Iss 4, p 205 (2022)
Resonant column tests were carried out on Hostun sand mixed with 5%, 10% and 20% non-plastic fines (defined as grains smaller than 0.075 mm) in order to quantify the combined influence of the void ratio (e), anisotropic stress state (defined as σv
Externí odkaz:
https://doaj.org/article/8fe94aa98c8747c8a84a857bb1aee773
Publikováno v:
Environmental Geotechnics. :1-7
The usage of various polymers as an alternative in ground improvement problems is steadily gaining popularity. However, certain aspects of the usage of polymers are still not properly addressed. In this research, an experimental programme was underta
Autor:
Debdeep Sarkar, Meisam Goudarzy
Publikováno v:
Geomechanics and Geoengineering. :1-4
Publikováno v:
International Journal of Geotechnical Engineering. 17:74-90
Publikováno v:
Rock Mechanics and Rock Engineering. 56:343-362
Publikováno v:
Géotechnique. :1-15
The aim of the current study is to provide evidence regarding the influence of particle size on the dynamic properties in granular materials. Experiments using a resonant column (RC) device were conducted on glass beads having similar coefficient of
Publikováno v:
International Journal of Geomechanics. 23
Publikováno v:
Acta Geotechnica. 17:4977-4988
The paper presents an experimental study on the effect of plastic fines content on the undrained behavior and liquefaction susceptibility of sand-fines mixtures under cyclic loading. The results of undrained cyclic triaxial tests conducted on mixture