Zobrazeno 1 - 10
of 29
pro vyhledávání: '"Aram M. Raheem"'
Publikováno v:
Journal of King Saud University: Engineering Sciences, Vol 34, Iss 3, Pp 217-229 (2022)
The currently in use fluid loss model (American Petroleum Institute (API)) was developed using the Darcy relationship and assuming that there is no changes in the permeability, solid content in the filter cake and filter cake thickness during the 30
Externí odkaz:
https://doaj.org/article/19127088a9ac49249d577621ff25930f
Publikováno v:
Engineering Science and Technology, an International Journal, Vol 22, Iss 3, Pp 979-989 (2019)
The behavior of filter cake formation has been investigated using new seepage-consolidation concept. This study is focused on the precious measurement of the fluid loss that affects several applications such as the interaction between the concrete an
Externí odkaz:
https://doaj.org/article/322ecf4076af45ae913e682eced0fd53
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 9, Iss 3, Pp 543-550 (2017)
The characterization of ultra-soft clayey soil exhibits extreme challenges due to low shear strength of such material. Hence, inspecting the non-destructive electrical impedance behavior of untreated and treated ultra-soft clayey soils gains more att
Externí odkaz:
https://doaj.org/article/b07f910918c541879552e5b11fe449ec
Autor:
Aram M. Raheem
Publikováno v:
Tikrit Journal of Engineering Sciences, Vol 17, Iss 3, Pp 59-68 (2013)
A theoretical approach is used to analyze single pile and pile in group under lateral loading using two programs. The first one used the finite element method for single pile depending on plain strain condition while the second one used the character
Externí odkaz:
https://doaj.org/article/8e57eb17987d4906b1de9a1bbbe7895f
Autor:
Aram M. Raheem, Mohammed Y. Fattah
Publikováno v:
Kirkuk Journal of Science, Vol 3, Iss 1, Pp 1-20 (2008)
A numerical method through finite element(FEM) with two models: Elastic &Equivalent Linear was used to investigate the seismic behavior of retaining wall supporting saturated, liquefiable, cohesionless backfill soil. Horizontal/Vertical displacement,
Externí odkaz:
https://doaj.org/article/a76bc42d4c6a4ea2a9dd9c2a52ed1ef3
Autor:
Aram M. Raheem
Publikováno v:
Tikrit Journal of Engineering Sciences, Vol 17, Iss 3 (2010)
A theoretical approach is used to analyze single pile and pile in group under lateral loading using two programs. The first one used the finite element method for single pile depending on plain strain condition while the second one used the character
Externí odkaz:
https://doaj.org/article/f5972b81696a4684921e2f8ead01b701
Publikováno v:
Journal of Engineering, Vol 13, Iss 1 (2007)
The effective stress method is developed to predict the axial capacity of piles in clay. This method is based on the principle that, at failure, the available shear resistance at the pile soil interface is related to the mean normal effective stress
Externí odkaz:
https://doaj.org/article/78d89b5ec26e482c951d4e33c5d8ed95
Publikováno v:
Journal of King Saud University - Engineering Sciences. 34:217-229
The currently in use fluid loss model (American Petroleum Institute (API)) was developed using the Darcy relationship and assuming that there is no changes in the permeability, solid content in the filter cake and filter cake thickness during the 30
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1be540d3e291fc92e51b4f9b2712dd98
https://doi.org/10.1016/j.jksues.2020.10.002
https://doi.org/10.1016/j.jksues.2020.10.002
Publikováno v:
Journal of the Mechanical Behavior of Materials. 31:691-700
In the presence of harsh economic conditions, conducting laboratory experiments in a wide anticipated area to determine soil properties for any purpose or task within a city is unachievable. Hence, this work is focused on incorporating the existing r
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5dfcad98dad4c6d98ae5c3bc317bbafc
https://doi.org/10.1515/jmbm-2022-0073
https://doi.org/10.1515/jmbm-2022-0073
Publikováno v:
Geotechnical and Geological Engineering. 39:3047-3063
With the growth in construction along the coastal regions, ports and offshore deepwater sea beds, ultra soft clay soils are encountered and are affecting the performance of the pipelines and other anchor systems placed in it. In this study, untreated
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3190cb69f335f5bad835a133fb34a471
https://doi.org/10.1007/s10706-021-01677-3
https://doi.org/10.1007/s10706-021-01677-3