Zobrazeno 1 - 10
of 52
pro vyhledávání: '"Saif Alzabeebee"'
Publikováno v:
Artificial Intelligence in Geosciences, Vol 5, Iss , Pp 100076- (2024)
Ensuring the reliability of pipe pile designs under earthquake loading necessitates an accurate determination of lateral displacement and bending moment, typically achieved through complex numerical modeling to address the intricacies of soil-pile in
Externí odkaz:
https://doaj.org/article/740baf42f87e45d98d0e8f2ce3e7f647
Publikováno v:
Artificial Intelligence in Geosciences, Vol 4, Iss , Pp 68-75 (2023)
In this investigation, the bearing capacity solution of a strip footing in anisotropic clay under inclined and eccentric load is analyzed using the numerical simulation model. The lower and upper bound finite element limit analysis (FELA) approaches
Externí odkaz:
https://doaj.org/article/bd4d2d58bc5c45029f9c355433954ce0
Publikováno v:
Geotechnics, Vol 3, Iss 1, Pp 57-69 (2023)
Tire-derived aggregate (TDA) has been used successfully as a backfill soil to reduce the applied stresses on buried steel pipes. The preceding study, however, paid no attention to inspecting the TDA efficiency of buried concrete pipes subjected to so
Externí odkaz:
https://doaj.org/article/22972d8edab6499292da27e0cdfa644e
Publikováno v:
Geotechnics, Vol 2, Iss 4, Pp 989-1002 (2022)
Induced trench method is a well-known technique usually used to reduce the soil pressure applied on buried pipes. This method involves the use of a lightweight compressible material above the buried pipe to increase the positive arching, and thus, to
Externí odkaz:
https://doaj.org/article/0cb91d6df74b47dfb0e0ac0c9a63d6e0
Autor:
Saif Alzabeebee
Publikováno v:
Journal of Pipeline Science and Engineering, Vol 2, Iss 1, Pp 87-96 (2022)
No attention has been given in previous studies to understand the influence of the sophistication of the soil constitutive model on the response of buried concrete pipes subjected to transverse seismic effect. This research, therefore, has been condu
Externí odkaz:
https://doaj.org/article/7e1325cd77da4539a4d8f8079b212342
Publikováno v:
Infrastructures, Vol 8, Iss 7, p 107 (2023)
Tire-derived aggregate (TDA) has been proposed in recent studies to be considered as part of backfill soil to reduce stress and strain developed in buried pipes. However, little attention is paid to checking the influence of TDA on the behavior of co
Externí odkaz:
https://doaj.org/article/bc53f9a885454e2fb3a01484005e2c78
Publikováno v:
ARO-The Scientific Journal of Koya University, Vol 9, Iss 1 (2021)
This paper investigates the influence of sand content on the mechanical behavior of a low plasticity clay that collected from south of Iraq (Sumer town). Samples have been prepared with sand contents of 0%, 10%, 20%, 30%, and 40% of the clay weight.
Externí odkaz:
https://doaj.org/article/4fd84505ae7a42d1a4d3e28972d242a7
Autor:
Saif Alzabeebee, Davide Forcellini
Publikováno v:
Buildings, Vol 11, Iss 9, p 379 (2021)
The seismic response of buildings resting on liquefiable soil is a complex problem that is still poorly understood despite numerous studies on the topic. This paper attempts to enhance the understanding of this phenomenon by simulating an RC structur
Externí odkaz:
https://doaj.org/article/4e394f4506a24888b917253968d648f8
Publikováno v:
Geotechnical and Geological Engineering. 41:2173-2184
Publikováno v:
Infrastructures; Volume 8; Issue 7; Pages: 107
Tire-derived aggregate (TDA) has been proposed in recent studies to be considered as part of backfill soil to reduce stress and strain developed in buried pipes. However, little attention is paid to checking the influence of TDA on the behavior of co