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pro vyhledávání: '"Khabbaz, H"'
Akademický článek
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Akademický článek
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Autor:
Farlin, J., Gallé, T., Bayerle, M., Pittois, D., Braun, C., El Khabbaz, H., Lallement, C., Leopold, U., Vanderborght, J., Weihermueller, L.
Publikováno v:
In Geoderma October 2013 207-208:15-24
Since the population growth is creating a strong demand for urban development, the need for construction in soft soils is dramatically increasing. Accordingly, ground improvement is an important requirement to avoid problems such as nonuniform settle
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od_______363::82b6544a40a06a4057b642744a2568b0
https://hdl.handle.net/10453/169956
https://hdl.handle.net/10453/169956
It is essential to provide a stable foundation system for construction projects to reduce the geotechnical risk of failure due to static or dynamic loads. Pile foundations are recommended to increase bearing capacity and decrease the dynamic oscillat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od_______363::2190e77dcf5bb05aa6256c0004d92529
https://hdl.handle.net/10453/169436
https://hdl.handle.net/10453/169436
Autor:
Dang, LC, Khabbaz, H
In this study, a series of laboratory tests was conducted to investigate the possibility of enhancing the mechanical properties of expansive soil using bagasse fibre (BF, a waste by-product of sugar industry) integrated without or with lime stabilisa
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od_______363::396e31b352b1a54d443847d67d4526fd
https://hdl.handle.net/10453/169284
https://hdl.handle.net/10453/169284
Bagasse ash (BA) is an abundant industrial waste of the sugar-cane refining industry, and its improper disposal can result in a detrimental impact on the environment. In this investigation, BA is considered to assess the possible advantages of its po
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od_______363::5a2d04708c23001e836615a809d19627
https://hdl.handle.net/10453/157024
https://hdl.handle.net/10453/157024
Akademický článek
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Autor:
Shafaghat, A, Khabbaz, H
Step-tapered piles are those with a larger top diameter, and a smaller diameter at lower sections as the body gets slender stepwise from top to toe in one or some steps. This study aims to investigate the behaviour of step-tapered piles having only o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od_______363::333857f434894565aad29daa1da622be
https://hdl.handle.net/10453/164716
https://hdl.handle.net/10453/164716
A numerical analysis on the stability of soil–cement column-reinforced riverbank along a river delta region in Viet Nam is presented in this paper. The numerical analyses based on the limit equilibrium method (LEM) were performed to assess the safe
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od_______363::d78185d6eeff55ecc188a95401e46cb3
https://hdl.handle.net/10453/169208
https://hdl.handle.net/10453/169208