Volume 16, Issue 62 (Winte - 2013 2013)
jwss 2013, 16(62): 229-242 |
Back to browse issues page
Download citation:
BibTeX | RIS | EndNote | Medlars | ProCite | Reference Manager | RefWorks
Send citation to:
BibTeX | RIS | EndNote | Medlars | ProCite | Reference Manager | RefWorks
Send citation to:
S. M. A. Zomorodian, H. Chochi. Numerical Analysis of Earth – Rockfill Dams Behavior, During Construction and First Stage Impounding (Case Study: Masjed-e-Soleyman Dam). jwss 2013; 16 (62) :229-242
URL: http://jstnar.iut.ac.ir/article-1-2507-en.html
URL: http://jstnar.iut.ac.ir/article-1-2507-en.html
, mzomorod@shirazu.ac.ir
Abstract: (13180 Views)
Excess pore water pressure in clay core dams during construction and primary filling reservoir (first impounding) causes initiation and progression of hydraulic fracture. In this research, the instrumentation data during construction and first filling reservoir (first impounding) was analyzed. It measured internal deformations, pore water pressures and total vertical stresses and compared with the analysis results in Masjed-e-Soleiman dam. To do this analysis, GEOSTUDIO 2004 V. 6.02 software was used. The staged construction of the dam was the model in the form of 2D coupled consolidation. The Non-linear elastic model for the core material and Linear Elastic model for other zones were incorporated into the models. For exact assessment and to obtain correct parameters of the constitutive model, the triaxial tests were performed on the core material of Masjed-e-Soleiman Dam and acceptable results were obtained.
Keywords: Pore water pressure, Instrument, Masjed-e-soleiman dam, Non-linear elastic model, Linear elastic model, Coupled consolidation
| Rights and permissions | |
 | This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License. |
