Zobrazeno 1 - 10
of 27
pro vyhledávání: '"Raid R. Al-Omari"'
Publikováno v:
Geotechnical and Geological Engineering. 38:4227-4242
The behavior of pile foundation is dictated by its structural properties and stiffness and strength of the soil supporting the pile. This complexity is further increased when the soil is in partially saturated condition. In this work, an attempt has
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6b51159238c3698b5de87fef02d566d2
https://doi.org/10.1007/s10706-020-01291-9
https://doi.org/10.1007/s10706-020-01291-9
Publikováno v:
Arabian Journal of Geosciences. 14
Peat ground is widely spread throughout the Halfaya oilfield in Al-Amara city, southern Iraq. Peat includes a large quantity of organic matter and has a very high natural water content. Its unsuitability as a foundation material has brought about ser
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3d254e3b470ff4009b90f748b54aa0d6
https://doi.org/10.1007/s12517-021-08321-7
https://doi.org/10.1007/s12517-021-08321-7
Publikováno v:
International Journal of Geotechnical Engineering. 14:527-537
Peat ground is widely distributed throughout the southern part of Iraq. Peat contains a large amount of organic matter and has a very high natural water content. This study discusses results of set...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d778c3624d849253629a7adc4db4ffb5
https://doi.org/10.1080/19386362.2019.1682350
https://doi.org/10.1080/19386362.2019.1682350
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
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::cd47b01ce905056342d3683d8dedc7ab
https://doaj.org/article/dc2c8a663fb643d0867f0f918684cbf8
https://doaj.org/article/dc2c8a663fb643d0867f0f918684cbf8
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:
Lecture Notes in Civil Engineering ISBN: 9789811593987
The results of the one-dimensional simulator represented the behavior of synthetic municipal solid waste (MSW), including biodegradation, physical, and mechanical properties, and main stages of settlement. The MSW settlement was divided into two main
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5b41b277cbb8646537bd08557d88b925
https://doi.org/10.1007/978-981-15-9399-4_31
https://doi.org/10.1007/978-981-15-9399-4_31
Publikováno v:
European Journal of Environmental and Civil Engineering. 24:1967-1992
This study presents a series of model experiments conducted on single pile embedded in saturated and unsaturated expansive soil. A soil composed of 70% bentonite and 30% sand which represen...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::49261e164f953d329490472cfe57675e
https://doi.org/10.1080/19648189.2018.1495105
https://doi.org/10.1080/19648189.2018.1495105
Publikováno v:
Arabian Journal for Science and Engineering. 44:4613-4627
In this study, an attempt is made to investigate the load transfer in pile groups constructed in saturated and unsaturated soil using aluminum model piles of $$20\times 20$$ mm in cross section and 200 mm in length with six group configurations, sing
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7a93e79bbb27103e4e339ce2efeb0479
https://doi.org/10.1007/s13369-018-3483-9
https://doi.org/10.1007/s13369-018-3483-9
Publikováno v:
Geomechanics and Engineering. 10:599-615
The present research presents experimental and finite element studies to investigate the behavior of piled raft-tunnel system in a sandy soil. In the experimental work, a small scale model was tested in a sand box with load applied vertically to the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6527d44f04a93f8577b6eed0a65ec32b
https://doi.org/10.12989/gae.2016.10.5.599
https://doi.org/10.12989/gae.2016.10.5.599
Publikováno v:
Italian Journal of Geosciences. 135:83-94
In this paper, a method of treatment of swelling of expansive soil is presented. The method is simply based on the embedment of a geogrid (or a geomesh) in the soil. The geogrid is extended continuously inside the volume of soil where the swell is re
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b3c4588b9bd5b84ecbfa54ddf5fc7e7e
https://doi.org/10.3301/ijg.2014.54
https://doi.org/10.3301/ijg.2014.54