Numerical modeling of the quasi-static and dynamic response of an earthen dam: case of the Ourkiss dam (Record no. 23536)
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| 000 -LEADER | |
|---|---|
| fixed length control field | 01958 a2200217 4500 |
| 003 - CONTROL NUMBER IDENTIFIER | |
| control field | OSt |
| 005 - DATE AND TIME OF LATEST TRANSACTION | |
| control field | 20251028100859.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 251028b |||||||| |||| 00| 0 eng d |
| 040 ## - CATALOGING SOURCE | |
| Original cataloging agency | AIKTC-KRRC |
| Transcribing agency | AIKTC-KRRC |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| Author | Baghzim, Hassiba |
| 9 (RLIN) | 27384 |
| 245 ## - TITLE STATEMENT | |
| Title | Numerical modeling of the quasi-static and dynamic response of an earthen dam: case of the Ourkiss dam |
| 250 ## - EDITION STATEMENT | |
| Volume, Issue number | Vol.55(2), Apr |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. | |
| Place of publication, distribution, etc. | Mumbai |
| Name of publisher, distributor, etc. | Springer |
| Year | 2025 |
| 300 ## - PHYSICAL DESCRIPTION | |
| Pagination | 766-780p. |
| 520 ## - SUMMARY, ETC. | |
| Summary, etc. | The construction of earth dams on active faults presents a risk of instability. The Ourkiss dam, built 14 km south of the town of Ain Fakroun, is a heterogeneous type of dam made of clay and alluvial materials, with a watertight geo-membrane lining on the upstream face of the dam and on the dam flanks. Due to its location close to active faults, the dam could be damaged by instability in the event of a very strong earthquake. For this reason, in this article a comparison between two study approaches is made: one is quasi-static based on a failure analysis due to the effect of normal and reverse fault propagation. Different angles of inclination are applied by sliding through the Ourkiss dam at the end of construction and in the filled state. The other approach is based on the dynamic effect of the 2003 Boumerdes earthquake (magnitude 6.9 on the Richter scale), modeled with a sinusoidal propagation velocity applied to the model base in the horizontal direction. The results obtained for both approaches are presented in terms of shear deformations developed at the dam foundation and dike. They show that the deformation values found by the quasi-static method are greater than those found by the dynamic method. |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Civil Engineering |
| 9 (RLIN) | 4621 |
| 700 ## - ADDED ENTRY--PERSONAL NAME | |
| Co-Author | Karech, Toufik |
| 9 (RLIN) | 9585 |
| 773 0# - HOST ITEM ENTRY | |
| Place, publisher, and date of publication | Switzerland Springer |
| Title | Indian geotechnical journal |
| International Standard Serial Number | 0971-9555 |
| 856 ## - ELECTRONIC LOCATION AND ACCESS | |
| URL | https://link.springer.com/article/10.1007/s40098-024-00929-2 |
| Link text | Click here |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
| Source of classification or shelving scheme | Dewey Decimal Classification |
| Koha item type | Articles Abstract Database |
| Withdrawn status | Lost status | Source of classification or shelving scheme | Damaged status | Not for loan | Home library | Current library | Shelving location | Date acquired | Total Checkouts | Barcode | Date last seen | Price effective from | Koha item type |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Dewey Decimal Classification | School of Engineering & Technology (PG) | School of Engineering & Technology (PG) | Archieval Section | 28/10/2025 | 2025-1573 | 28/10/2025 | 28/10/2025 | Articles Abstract Database |