Zobrazeno 1 - 10
of 54
pro vyhledávání: '"Hage Chehade Fadi"'
Publikováno v:
MATEC Web of Conferences, Vol 295, p 03001 (2019)
This paper concerns the optimization of sensors locations used to monitor the geosynthetic reinforcement internal forces of a reinforced earth retaining walls. The internal stability analysis of these structures is addressed through the kinematic the
Externí odkaz:
https://doaj.org/article/2719577c8f7945eaba2d3ea364948d1b
Autor:
El Tani Mohamed, Hage Chehade Fadi
Publikováno v:
MATEC Web of Conferences, Vol 281, p 01011 (2019)
Uncertainties are not always quantifiable and particularly those that result from a poor management. This is the case of the construction of a penstock of a hydroelectric project. The penstock is an assembly of imbricated cylindrical blocks. The stee
Externí odkaz:
https://doaj.org/article/408f100cf08a46c7b7d96877f34865a6
Publikováno v:
MATEC Web of Conferences, Vol 281, p 01003 (2019)
Road bridges are exposed to stochastic traffic loadings that are not simply determined. The international codes for the design and assessment of highway bridges provide some standard trucks that can be used in the design process. Knowing that the tra
Externí odkaz:
https://doaj.org/article/2ca7f39f2dde4cad8327d7f509fca7b7
Publikováno v:
MATEC Web of Conferences, Vol 281, p 02006 (2019)
For soft soil subjected to earthquake loading, the soil non linearity could significantly amplify the ground motion. This paper presents a 3D numerical study on the influence of soil non linearity on the seismic soil structure interaction for shear w
Externí odkaz:
https://doaj.org/article/149a2bda79034b7cbea5296ebd72fda7
Autor:
Youssef Nicolas, Rabenantoandro Andry Zaid, Dakhli Zakaria, Hage Chehade Fadi, Lafhaj Zoubeir
Publikováno v:
MATEC Web of Conferences, Vol 281, p 03005 (2019)
This article presents the environmental assessment of geopolymer bricks produced from clay and waste bricks. The life cycle approach is the method used in this research to qualify, identify and compare the environmental impacts of geopolymer bricks a
Externí odkaz:
https://doaj.org/article/4245bfff224e4c9aa9262215f0825a66
Publikováno v:
MATEC Web of Conferences, Vol 281, p 02008 (2019)
Assessment of internal seismic stability of geosynthetic reinforced cohesive soil retaining walls with likelihood for developing cracks in the failure mechanism is typically done with the limit equilibrium method. However, in this paper, the kinemati
Externí odkaz:
https://doaj.org/article/7c89246690bf4c3393fc97e1ab3f367e
Publikováno v:
In Soil Dynamics and Earthquake Engineering April 2022 155
Publikováno v:
Buildings (2075-5309); Oct2024, Vol. 14 Issue 10, p3241, 18p