Zobrazeno 1 - 10
of 28
pro vyhledávání: '"Bashar Tarawneh"'
Publikováno v:
Case Studies in Construction Materials, Vol 10, Iss , Pp - (2019)
The Dynamic Replacement (DR) technique has been used successfully to improve soft soils. It uses the dynamic compaction energy to drive granular materials down into the soils, forming a pillar of 2–2.5 m diameter. In this paper, a 30,000 m2 study i
Externí odkaz:
https://doaj.org/article/fd101c8ee9c84179aa671508f4f4c2fc
Autor:
Bashar Tarawneh, Mounir Matraji
Publikováno v:
Građevinar, Vol 66, Iss 11., Pp 1007-1014 (2014)
In recent years, the Rapid Impact Compaction has gained popularity as a ground improvement technique. To evaluate the usefulness of this technique in the Arabian Gulf Region, the RIC is used to improve an area of 29,000 m2 on a project site near Duba
Externí odkaz:
https://doaj.org/article/fa92768b25e146bdb652d96abb483c18
Autor:
Khaled Al Ajmi, Bashar Tarawneh
Publikováno v:
The Open Civil Engineering Journal. 14:228-237
Aim: This research aims to identify the risk factors related to ground improvement projects in the Gulf Corporation Council Countries (GCC). Background: Investigating and identifying those factors are essential to avoid schedule delay, cost overruns,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1dcc0d4fa5a28374bea97d3b77ab9cc4
https://doi.org/10.2174/1874149502014010228
https://doi.org/10.2174/1874149502014010228
Autor:
Bashar Tarawneh, Rateb J. Sweis, Ghaleb J. Sweis, Anan Samara, Salam Alhomsi, Wassim Albalkhy
Publikováno v:
International Journal of Construction Management. 22:1657-1666
Sustainability is one of the most significant challenges in International Development (ID) projects. This research aims to study the role of Project Management (PM) tools in promoting the adoption ...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7a1c8b9c0bb2e72a0b5610ac45da26c6
https://doi.org/10.1080/15623599.2020.1741490
https://doi.org/10.1080/15623599.2020.1741490
Publikováno v:
International Review of Civil Engineering (IRECE). 14:16
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1d33cfe79b405bbbb43b82d0e8fdf59f
https://doi.org/10.15866/irece.v14i1.22124
https://doi.org/10.15866/irece.v14i1.22124
Publikováno v:
International Journal of Machine Learning and Computing. 9:129-134
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f88986ee4a594f7e75b97adf90355369
https://doi.org/10.18178/ijmlc.2019.9.2.776
https://doi.org/10.18178/ijmlc.2019.9.2.776
Publikováno v:
The Open Civil Engineering Journal. 13:1-9
Introduction:Although it is a regular duty of geotechnical engineers to evaluate how much shallow foundation settles in the granular soil, there is no well-approved formula for this task. The intent of this research is to develop a formula that is ad
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0bd66c17a9e7fba0655f9a5b28f470ff
https://doi.org/10.2174/1874149501913010001
https://doi.org/10.2174/1874149501913010001
Publikováno v:
Proceedings of the Institution of Civil Engineers - Ground Improvement. 172:44-52
Rapid impact compaction (RIC) has been used effectively as a ground improvement at medium depth technique for granular soils. RIC is normally used to increase bearing capacity, reduce potential settlements and mitigate liquefaction. This paper presen
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::18e033f84cff5969370ffdfc0a05c800
https://doi.org/10.1680/jgrim.18.00057
https://doi.org/10.1680/jgrim.18.00057
Publikováno v:
Arabian Journal for Science and Engineering. 44:4095-4109
A hybrid concrete shear wall system is created by combining the conventional reinforced concrete construction with post-tensioning technology. Such hybrid shear wall with continuous mild steel combined with post-tensioned (PT) steel provides superior
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c75f7a77b8e2e19dceba88c4c71a48ec
https://doi.org/10.1007/s13369-018-3281-4
https://doi.org/10.1007/s13369-018-3281-4
Autor:
Bashar Tarawneh
Publikováno v:
International Journal of Geotechnical Engineering. 14:538-544
In this paper, Gene Expression Programming (GEP) is developed to predict the increase in pipe piles axial capacity with time known as set-up. Pile set-up is significant and continues to increase wi...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ff0a566bec38f89dd9bfe24306ff2c5c
https://doi.org/10.1080/19386362.2018.1460964
https://doi.org/10.1080/19386362.2018.1460964