Zobrazeno 1 - 10
of 36
pro vyhledávání: '"Mohammed A. Al-Neami"'
Publikováno v:
Minerals, Vol 14, Iss 1, p 41 (2023)
This paper aims to improve the strength of soft clay soil using thermal treatment through a laboratory study that simulates the field application. The laboratory work consisted of preparing a soft clay (Cu = 14 kPa) inside a metal box (92.5 × 92.5
Externí odkaz:
https://doaj.org/article/e6885bd7cf7c4c87ba75cd000cbfaf43
Publikováno v:
Engineering and Technology Journal, Vol 39, Iss 2A, Pp 167-179 (2021)
This paper displays an empirical work of a micropile inserted in the dry river sand with different length to diameter (L/D) ratios (13, 15, 27, 42, and 50). The experimental work is executed on the models of micropile to imitate the side force motion
Externí odkaz:
https://doaj.org/article/b21074fb6e8d4bd4a05911df8241bc9b
Publikováno v:
Engineering and Technology Journal, Vol 39, Iss 1A, Pp 64-78 (2021)
Many liquid storage tanks around the world have been affected by earthquakes, and the seismic analysis of such tanks is much more complicated due to the Fluid-Structure Interaction. Besides, when the soil properties are taken into the consideration,
Externí odkaz:
https://doaj.org/article/7e8dac5497994ed4917ad6d47724601f
Publikováno v:
Engineering Science and Technology, an International Journal, Vol 20, Iss 3, Pp 1166-1172 (2017)
Stone column is one of the ground improvement techniques. This technique has a proven performance, short time schedule, durability, constructability and low costs. The stone column technique has been used as a method of reinforcement of soft ground o
Externí odkaz:
https://doaj.org/article/a09fc99f747f4aa6a12ea13b8b27ccbb
Publikováno v:
Engineering and Technology Journal, Vol 33, Iss 8A, Pp 1740-1756 (2015)
A total number of 12 models tests were carried out on models of soft clays of different values of undrained shear strength varying from 8 to 18 kPa. The tests consist of twelve models of stone columns, single column, two-column group, three-column gr
Externí odkaz:
https://doaj.org/article/0a5fcd40c92040e08d2404fe306f585a
Publikováno v:
Engineering and Technology Journal, Vol 31, Iss 19, Pp 70-89 (2013)
The present work is aimed to show the efficiency of 2-D Electrical Resistivity Imaging (ERI) in probing the subsurface soil for site investigation, in addition to highlight some capabilities and characteristics of the sections acquired by 2D-ERI surv
Externí odkaz:
https://doaj.org/article/bb25e32c919d4bb8ab07e0764251a4d9
Publikováno v:
Engineering and Technology Journal, Vol 31, Iss 16, Pp 3125-3146 (2013)
The use of 2D Electrical Resistivity Imaging (ERI) technique in combination with geotechnical and geological data allow the determination of the lithological composition and detailed internal architecture of the subsurface and understanding the chara
Externí odkaz:
https://doaj.org/article/335b8fda2e424a27a909015ab4c0c690
Publikováno v:
Engineering and Technology Journal, Vol 31, Iss 4A, Pp 703-714 (2013)
Liquefaction is the rapid loss of shear strength in cohesionless soils subjected to dynamic loading, that it is a state of saturated cohesionless soil when its entire shear strength is reduced to zero due to pore water pressure caused by vibration. L
Externí odkaz:
https://doaj.org/article/b785e3ad575c4c5abf9602e1e5733d49
Publikováno v:
International Journal of Intelligent Systems and Applications in Engineering; Vol. 11 No. 5s (2023): Special Issue on Applications of Advanced Engineering Technologies; 131-141
Weak soils must be stabilized to meet technical specifications so that the constructions may be installed without massive settlements. Soil stabilization has become one of the most helpful options for this. In the 1970s and 1980s, admixture-based gro
Autor:
Mohammed Y. Fattah, Mahdi O. Karkush, Mohammed A. Al-Neami, Taha Y. Al-Kaabi, Mudhafar K. Hameedi, Maher M. Jebur, Shaimaa H. Fadhil, Mohammed H. Al-Dahlaki
Publikováno v:
Current Trends in Geotechnical Engineering and Construction ISBN: 9789811973574
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::89f851bf2f5fca6fc391c1b223a34edb
https://doi.org/10.1007/978-981-19-7358-1_19
https://doi.org/10.1007/978-981-19-7358-1_19