Zobrazeno 1 - 10
of 17
pro vyhledávání: '"Moataz A. Al-Obaydi"'
Autor:
Shahad Kh. Elias, Moataz A. Al-Obaydi
Publikováno v:
Journal of Engineering and Applied Science, Vol 71, Iss 1, Pp 1-17 (2024)
Abstract In light of the global development of construction, particularly tall buildings and skyscrapers, researchers have spent years studying and developing types of foundations that are suitable in terms of endurance in heavily loaded and economic
Externí odkaz:
https://doaj.org/article/342e1d0bd71c475981a6b41d56a7edfe
Publikováno v:
Geotechnical and Geological Engineering. 41:2677-2689
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::77681a71dce3faedea25ad2149353b1f
https://doi.org/10.1007/s10706-023-02420-w
https://doi.org/10.1007/s10706-023-02420-w
Publikováno v:
Journal of the Mechanical Behavior of Materials. 31:739-747
One of the most critical engineering problems that occur in the foundations of machines resting on soil is the problem of the transmission of vibration from the machine to the foundation and then to the soil. This leads to increased stresses on the s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c364d3080afe99198740a8218614ea9b
https://doi.org/10.1515/jmbm-2022-0212
https://doi.org/10.1515/jmbm-2022-0212
Publikováno v:
Journal of the Mechanical Behavior of Materials. 32
In this study, the effect of location of surcharge load on the stability and behavior of the retaining wall under static and dynamic load has been considered. A cantilever retaining wall of 7 m height retained dry sandy soil with 50 kN/m2 surcharge l
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0ebe83e3c2745056efecd9e31eef2d31
https://doi.org/10.1515/jmbm-2022-0247
https://doi.org/10.1515/jmbm-2022-0247
Publikováno v:
Key Engineering Materials. 857:319-327
Stone columns have been used widely to improve the engineering properties of the weak soil. Most of the previous works considered a circular section for the stone columns. In the present study, finite element analysis has been carried out to investig
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cea1ecc52ba0f14622054b4d50ff3251
https://doi.org/10.4028/www.scientific.net/kem.857.319
https://doi.org/10.4028/www.scientific.net/kem.857.319
Publikováno v:
Geotechnical Engineering and Sustainable Construction ISBN: 9789811662768
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::07b806ff1ba2a23320e970594b9c4f87
https://doi.org/10.1007/978-981-16-6277-5_8
https://doi.org/10.1007/978-981-16-6277-5_8
Autor:
Mohammed Ameen, Moataz A. Al-Obaydi
Publikováno v:
3RD INTERNATIONAL CONFERENCE ON ENERGY AND POWER, ICEP2021.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::838f202e342e0ec1804732ad1c393bb7
https://doi.org/10.1063/5.0107694
https://doi.org/10.1063/5.0107694
Many countries suffer from the stacks of construction and demolition (CD) materials as they cause environmental and health problems in society. The city of Mosul in Iraq suffers from a huge amount of demolition materials resulting from destruction of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1485ca142c554f349c2a5fc04008678c
https://hdl.handle.net/20.500.11782/2495
https://hdl.handle.net/20.500.11782/2495
Publikováno v:
International Journal of Geotechnical Engineering. 15:1051-1059
Swelling soil is predominant in the Nineveh province of Iraq, leading to severe problems for many civil structures. The present study attempts to investigate the effect of stress state on the shear...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2c695d604b95961548fd0b134f37c147
https://doi.org/10.1080/19386362.2019.1651043
https://doi.org/10.1080/19386362.2019.1651043
Publikováno v:
International Review of Civil Engineering (IRECE). 12:323
The stability of rock mass with openings near the ground surface is an important issue in shallow underground structures. An experimental work has been carried out on limestone rock samples with openings in order to examine the effect of very shallow
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f7fca8c18c7b5d8bef064e409ea9b651
https://doi.org/10.15866/irece.v12i5.20109
https://doi.org/10.15866/irece.v12i5.20109