Slope Stability Analysis of Haditha Dam after Earthquake using Geo-Studio Software
The current study is designed to analyze theslope stability of Haditha damwhich is an earth-fill dam constructed on the Euphrates River in the middle-west of Iraq. Finite element modeling was used in the present study to analyze the combined seepage and post-earthquake slope stability of Haditha ear...
Autors principals: | Mohammed K. Malik, Ibtisam R. Karim |
---|---|
Format: | Article |
Idioma: | English |
Publicat: |
Unviversity of Technology- Iraq
2021-04-01
|
Col·lecció: | Engineering and Technology Journal |
Matèries: | |
Accés en línia: | https://etj.uotechnology.edu.iq/article_168138_c448f50dd517c3c7f87112c1d9532ec5.pdf |
Ítems similars
-
A study on seepage data utilized in the safety assessment of Haditha Dam: A simulation by SEEP/W model
per: Alyaa Jumaah Hadi, et al.
Publicat: (2024-07-01) -
Karstification Problems in the Haditha Dam, West Iraq
per: Varoujan K. Sissakian, et al.
Publicat: (2021-06-01) -
Stability Analysis of an Earth Dam Using GEO-SLOPE Model under Different Soil Conditions
per: Usama Mishal, et al.
Publicat: (2018-05-01) -
Application of SWAT Model for Sediment Loads from Valleys Transmitted to Haditha Reservoir
per: Ayad Sleibi Mustafa, Ass. Prof. Dr., et al.
Publicat: (2016-01-01) -
Slope stability analysis in Ulubelu Lampung using computational analysis program
per: M. Jafri, et al.
Publicat: (2020-03-01)