Zobrazeno 1 - 10
of 22
pro vyhledávání: '"NORAZLAN KHALID"'
Publikováno v:
Journal of Engineering, Vol 29, Iss 10 (2023)
In engineering, the ground in seismically active places may be subjected to static and seismic stresses. To avoid bearing capacity collapse, increasing the system's dynamic rigidity, and/or reducing dynamic fluctuations, it may be required to employ
Externí odkaz:
https://doaj.org/article/a8229f764449429187eab44991c38dc2
Publikováno v:
مجلة النهرين للعلوم الهندسية, Vol 26, Iss 2 (2023)
The axial capacity and pile transference of loads under static loading have both been well reported, but further research is needed to understand the dynamic lateral responses. The pile load imposed during an earthquake may increase, but the soil’s
Externí odkaz:
https://doaj.org/article/18d1ec13acc54fd19b0d0f01b43b3c5c
Publikováno v:
Advances in Science and Technology.
This paper presents the regression model for predicting the maximum dry density (MDD) and optimum moisture content (OMC) for sedimentary residual soil mixed with bentonite. The empirical models were developed in accordance with the statistical validi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e78e0a1d194631a440e559213464c6d3
https://doi.org/10.4028/p-9pl11c
https://doi.org/10.4028/p-9pl11c
Autor:
Duaa Al-Jeznawi, I. B. Mohamed Jais, Bushra S. Albusoda, Saif Alzabeebee, Suraparb Keawsawasvong, Norazlan Khalid
Publikováno v:
International Journal of Computational Materials Science and Engineering.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2bcd78e46459dfa70750f134893c7a6c
https://doi.org/10.1142/s2047684123500276
https://doi.org/10.1142/s2047684123500276
Publikováno v:
UKaRsT; Vol. 7 No. 1 (2023): APRIL; 119-134
One proof of Kediri's progress is the construction of Doho Kediri International Airport which is expected to improve the economy and tourism in this city. The airport was built with the aim of improving connectivity and suppressing development dispar
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::cd114ee173b0b86f198d139126af6f85
https://ojs.unik-kediri.ac.id/index.php/ukarst/article/view/4554
https://ojs.unik-kediri.ac.id/index.php/ukarst/article/view/4554
Publikováno v:
Journal of the Mechanical Behavior of Materials. 31:83-89
This study presents the findings of a 3D finite element modeling on the performance of a single pile under various slenderness ratios (25, 50, 75, 100). These percentages were assigned to cover the most commonly configuration used in such kind of pil
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::763e8a7104ca1bf222af9aab41c8b099
https://doi.org/10.1515/jmbm-2022-0009
https://doi.org/10.1515/jmbm-2022-0009
Publikováno v:
Journal of the Mechanical Behavior of Materials. 31:587-594
For the design of a deep foundation, piles are presumed to transfer the axial and lateral loads into the ground. However, the effects of the combined loads are generally ignored in engineering practice since there are uncertainties to the precise def
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::98533d08f1644be904322be80f5eec32
https://doi.org/10.1515/jmbm-2022-0055
https://doi.org/10.1515/jmbm-2022-0055
Autor:
Duaa Al-Jeznawi, I. B. Mohamed Jais, Bushra S. Albusoda, Saif Alzabeebee, Suraparb Keawsawasvong, Norazlan Khalid
Publikováno v:
Transportation Infrastructure Geotechnology.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f6b628651112951dafad5ec9fe70a9ff
https://doi.org/10.1007/s40515-022-00273-z
https://doi.org/10.1007/s40515-022-00273-z
Publikováno v:
Journal of Mechanical Engineering. 16:79-90
This paper intends to present an experimental study on the effectiveness of using bentonite mixed with originating sedimentary residual soil as a liner. In order to investigate the effectiveness of soil-bentonite mixture, several tests were performed
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::833b2bb859c73efffbc1a5a0b37f1f5c
https://doi.org/10.24191/jmeche.v16i3.15349
https://doi.org/10.24191/jmeche.v16i3.15349
Publikováno v:
IOP Conference Series: Earth and Environmental Science. 498:012003
This paper discusses on the compaction effect to the hydraulic conductivity performance for the sedimentary residual soil mixed bentonite. This mixture is proposed as a barrier material in landfill area and may possibly potential materials for use as
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6e25c6b0ce6a092c398f5bb4c157d0c9
https://doi.org/10.1088/1755-1315/498/1/012003
https://doi.org/10.1088/1755-1315/498/1/012003