Zobrazeno 1 - 5
of 5
pro vyhledávání: '"Ibrahim El Arabi"'
Publikováno v:
Innovative Infrastructure Solutions. 5
Extreme heavy-loaded structures cause massive axial and lateral loads, which need a special system of foundations to transmit these loads into the surrounding soils. Many structural problems, for these structures, arise mainly from large soil displac
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::651fa2f63111857a23bbf44ff9a74887
https://doi.org/10.1007/s41062-020-00294-y
https://doi.org/10.1007/s41062-020-00294-y
Autor:
Nagwa Ibrahim El-Arabi, Jamal Rafik Saleh, Abdelhadi Abdallah Abdelhadi, Naglaa Abdelmoneim Abdallah
Publikováno v:
Journal of Biochemistry, Microbiology and Biotechnology. 6:41-47
Wheat is a major cereal crop for humans but quite recalcitrant in transformation. Establishment of regeneration system in wheat using immature embryos is not easy and time/cost-consuming. Herein, we developed a regeneration and transformation system
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ff8adaf33c4ee4f088bdb466d71c788f
https://doi.org/10.54987/jobimb.v6i1.390
https://doi.org/10.54987/jobimb.v6i1.390
Publikováno v:
Malaysian Journal of Civil Engineering. 31
Most of soil structure interaction methods for analyzing large-section supports such as barrette foundation modeling and the surrounding soil are using 3D finite element (FE) models. In which, the model leads to a large finite element mesh, and conse
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9e83a81d4d7fd3a426ef8efc00ed5918
https://doi.org/10.11113/mjce.v31n1.510
https://doi.org/10.11113/mjce.v31n1.510
Publikováno v:
Malaysian Journal of Civil Engineering. 30
In this paper, a numerical modification is carried out on the Layer Equation Method (LEM) of El Gendy and Herrmann to be applicable for analyzing 1-D consolidation of soft clay subjected to cyclic loading. The LEM is applicable for multilayered soil
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d63d9d479445d1bea02bbbeb1bc6d129
https://doi.org/10.11113/mjce.v30n2.482
https://doi.org/10.11113/mjce.v30n2.482
Publikováno v:
Malaysian Journal of Civil Engineering. 30
Classical analyses of barrette foundation taking into account full interactions between barrette and the surrounding soil leads to a huge barrette stiffness matrix. Consequently, a large system of linear equations must be solved, especially for analy
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a793d5a01a65ea7ee3f8dddea95a0255
https://doi.org/10.11113/mjce.v30n2.481
https://doi.org/10.11113/mjce.v30n2.481