Zobrazeno 1 - 10
of 113
pro vyhledávání: '"Ghayoomi Majid"'
Publikováno v:
E3S Web of Conferences, Vol 382, p 03006 (2023)
The importance of degree of soil saturation in geotechnical problems resulted in inclusion of unsaturated soil mechanics in various applications for several decades. However, in spite of recent progress in remotely sensed soil moisture measurement, g
Externí odkaz:
https://doaj.org/article/ff4d458a8523433680217298544ee829
Autor:
Komolafe Oladayo, Ghayoomi Majid
Publikováno v:
E3S Web of Conferences, Vol 382, p 10001 (2023)
Recent studies have shown that unsaturated soils lead to greater lateral pile capacity. This study aims to experimentally assess how suction stress affects the lateral response of piles in unsaturated cohesionless soil. Two centrifuge tests were perf
Externí odkaz:
https://doaj.org/article/b36c68f14abf405cb06601c5293e33e2
Autor:
Sayedmasoud Mousavi, Ghayoomi Majid
Publikováno v:
E3S Web of Conferences, Vol 195, p 02026 (2020)
Past studies revealed that excess pore pressure generation due to cyclic loading is highly governed by induced strains, volumetric deformation potential of soil, number of cycles, and bulk stiffness of pore fluid. It is well established that partial
Externí odkaz:
https://doaj.org/article/d24d53718158417d9958682899fdbc3e
Publikováno v:
E3S Web of Conferences, Vol 195, p 01005 (2020)
A set of dynamic centrifuge experiments were performed to assess the effect of the depth of the groundwater table on the seismic site response of silty sand. Silty sand was prepared in a laminar container. The testing program consists of experiments
Externí odkaz:
https://doaj.org/article/10d68227e8f14077923317957b9cce98
Autor:
Le Khoa, Ghayoomi Majid
Publikováno v:
E3S Web of Conferences, Vol 9, p 09001 (2016)
State variables such as confining pressures and the degree of saturation can have a profound effect on the dynamic properties of a soil. These dynamic properties are essential when performing seismic response analysis of geotechnical systems in the p
Externí odkaz:
https://doaj.org/article/f7786fd50dea43ae9c74adc6dace46b8
Autor:
Jarast S. Pegah, Ghayoomi Majid
Publikováno v:
E3S Web of Conferences, Vol 9, p 08011 (2016)
Cone penetration test in unsaturated sand is modelled numerically using Finite Element Method. Simple elastic-perfectly plastic Mohr-Coulomb constitutive model is modified with an apparent cohesion to incorporate the effect of suction on cone resista
Externí odkaz:
https://doaj.org/article/f2b81030980e44029f45b56d3e30c068
Publikováno v:
In Transportation Geotechnics March 2024 45
Autor:
Farahani, Ali, Ghayoomi, Majid
Publikováno v:
In Soil Dynamics and Earthquake Engineering February 2024 177
Akademický článek
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Autor:
Turner, Matthew M., Ghayoomi, Majid
Publikováno v:
In Soil Dynamics and Earthquake Engineering February 2022 153