Zobrazeno 1 - 10
of 64
pro vyhledávání: '"S. A. Haeri"'
Publikováno v:
مهندسی عمران شریف, Vol 40, Iss 2, Pp 101-111 (2024)
Collapsible soils, such as loess, are classified as problematic soils and are usually stable in unsaturated conditions in nature. However, when they are exposed to a moisture increase, especially under an applied load, they undergo a sudden decrease
Externí odkaz:
https://doaj.org/article/51c5e8dd38d34752b50c509fdf1e2e2c
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 15, Iss 10, Pp 2701-2719 (2023)
In this research, two shake table experiments were conducted to study the effects of non-liquefiable crust layer and superstructure mass on the responses of two sets of 2 × 2 pile groups to liquefaction-induced lateral spreading. In this regard, an
Externí odkaz:
https://doaj.org/article/12d8ce3c51524d5f9bc57d967744eaed
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 11, Iss 5, Pp 1055-1065 (2019)
Loess as a subcategory of collapsible soils is a well-known aeolian deposit generally characterized as a highly-porous medium with relatively low natural density and water content and a high percentage of fine-grained particles. Such collapsible soil
Externí odkaz:
https://doaj.org/article/609df43168ba43d591bfaeddae33da46
Autor:
S. Mohsen Haeri, Morteza Rajabigol, Saman Salaripour, Ali Kavand, Hiwa Sayyaf, Sina Afzalsoltani, Arian Asefzadeh
Publikováno v:
Bulletin of Earthquake Engineering. 21:2469-2502
Publikováno v:
International Journal of Civil Engineering. 21:973-989
Publikováno v:
مهندسی عمران شریف, Vol 34.2, Iss 1.1, Pp 135-141 (2018)
Many parts of the world mainly in arid and semiarid zones, including Iran, are covere
Externí odkaz:
https://doaj.org/article/149274e5b6204cd5ad18344f8371a0af
Autor:
Mohammad Rashidi, S. Mohsen Haeri
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 9, Iss 4, Pp 709-725 (2017)
In this study, the behavior of Gavoshan dam was evaluated during construction and the first impounding. A two-dimensional (2D) numerical analysis was conducted based on a finite difference method on the largest cross-section of the dam using the resu
Externí odkaz:
https://doaj.org/article/31dec62ee6184f458e25f2d3efd91dcd
Autor:
S. Mohsen Haeri, Khashayar Nikoonejad
Publikováno v:
International Journal of Geomechanics. 23
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 148
Autor:
S. Mohsen Haeri, Arsalan Valishzadeh
Publikováno v:
International Journal of Civil Engineering. 19:583-594
Construction over problematic soils is a common problem in many parts of the world, and one of the effective procedures to tackle this problem is soil stabilization. Accordingly, the current study provides the finding of a laboratory investigation in