Zobrazeno 1 - 10
of 14
pro vyhledávání: '"Madhat Shakir Al-Soud"'
Autor:
Zena Hadi Alqaissi, Madhat Shakir Al-Soud, Zina Mikhael Dawood, Jinan Marzooq Faleeh, Aisha Arkan Ahmed
Publikováno v:
Journal of Applied Science and Engineering, Vol 26, Iss 1, Pp 61-68 (2022)
Soft soil suffered from different aspects for example high compressibility and low shear strength; in which cannot provide satisfactory support to any structure. In order to support such type of soil, the synthetic/natural fiber reinforcement has bee
Externí odkaz:
https://doaj.org/article/d928678abf98478586e9164192326edc
Publikováno v:
Journal of Engineering and Sustainable Development, Vol 22, Iss 5 (2018)
The purposes of this study are to investigate and evaluate the benefits of using geogrids as a circular pipe of two different lengths of (20 cm and40 cm) under the footing base in the improvement of bearing capacity and settlement in terms of the bea
Externí odkaz:
https://doaj.org/article/5f870d808770408e831e8e5371e98f1d
Publikováno v:
Journal of Engineering and Sustainable Development, Vol 22, Iss 1 (2018)
A combination of axial and lateral was applied on a small scale model piles embedded in layered sand soil. Two types of piles were used (open and closed ended steel box piles), while the relative density (Dr) of the upper and lower sand layers were (
Externí odkaz:
https://doaj.org/article/58bfd38cea7c46f9804193e76b468258
Publikováno v:
Journal of Engineering and Sustainable Development, Vol 20, Iss 5 (2016)
The characteristics of organic soil are low permeability, low shear strength, and high compressibility, therefore organic soil has to be improved before any engineering works can commence. In this study, dry kaolinite is used as a clay mineral and fr
Externí odkaz:
https://doaj.org/article/f8283699612d43c29b17b2f4844b8001
Autor:
Madhat Shakir Al-Soud
Publikováno v:
Journal of Engineering and Sustainable Development, Vol 20, Iss 1 (2016)
This study is concerned with investigating the advantages of using prefabricated vertical drains (PVD) to improve the foundation soft soil under an embankment. PVD combined with staged construction of embankment is considered as a common technique to
Externí odkaz:
https://doaj.org/article/3150e58f6d7e4f229cf3e7c43e0b7d98
Publikováno v:
Studia Geotechnica et Mechanica, Vol 41, Iss 2, Pp 102-113 (2019)
Tunnel construction below or adjacent to piles will affect the performance and eventually the stability of piles due to ground deformation resulting in the movement of piles and changes in the axial force distribution along the piles. A three dimensi
Publikováno v:
Geotechnical and Geological Engineering. 37:2437-2452
Shell foundation has been considered as the best shallow foundation for transferring heavy load to weak soils because of the high bearing capacity values, where a conventional shallow foundation submit to excessive settlement. An experimental work ha
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811593987
Tunneling may cause serious damage to the existing structures. This is because the tunneling is an unloading process which can change the stress along the existing pile. Therefore, studying the influence of tunneling on the existing pile foundation i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dc50fdcc2fb507e7b4cbe1551df3ef14
https://doi.org/10.1007/978-981-15-9399-4_8
https://doi.org/10.1007/978-981-15-9399-4_8
Publikováno v:
Journal of Engineering and Sustainable Development. 2018:147-158
Publikováno v:
Journal of Engineering and Sustainable Development. 2018:121-136