The Academic Perspective Procedia publishes Academic Platform symposiums papers as three volumes in a year. DOI number is given to all of our papers.
Publisher : Academic Perspective
Journal DOI : 10.33793/acperpro
Journal eISSN : 2667-5862
Year :2019, Volume 2, Issue 3, Pages: 1410-1419
22.11.2019
Example of Roller Compacted Concrete Dam:İhsaniye Dam and Injection Applications
The most important issues to be considered in roller compacted concrete
(RCC) dams are to determine whether the bearing capacity values of the
dam are sufficient, the presence of soils that may cause differential
settlements and the presence of permeable layers in the environment. If
there are problems in the environment regarding these issues, it is
necessary to strengthen the environment or to provide impermeability
where necessary. Injection method is frequently used in the world to
complete the construction of dams as impermeable structure. Injection
may be needed due to the support of the interface between the bedrock
and the dam body and the geological and geotechnical properties of the
bedrock. In this paper, the geological characteristics of the main rock
under İhsaniye Dam, the drilling works, the materials and equipment used
in the injection and the amount of injection are presented.
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Cite
@article{acperproISITES2019ID156, author={Güman, İskender and Sert, Sedat}, title={Example of Roller Compacted Concrete Dam:İhsaniye Dam and Injection Applications}, journal={Academic Perspective Procedia}, eissn={2667-5862}, volume={2}, year=2019, pages={1410-1419}}
Güman, İ. , Sert, S.. (2019). Example of Roller Compacted Concrete Dam:İhsaniye Dam and Injection Applications. Academic Perspective Procedia, 2 (3), 1410-1419. DOI: 10.33793/acperpro.02.03.156
%0 Academic Perspective Procedia (ACPERPRO) Example of Roller Compacted Concrete Dam:İhsaniye Dam and Injection Applications% A İskender Güman , Sedat Sert% T Example of Roller Compacted Concrete Dam:İhsaniye Dam and Injection Applications% D 11/22/2019% J Academic Perspective Procedia (ACPERPRO)% P 1410-1419% V 2% N 3% R doi: 10.33793/acperpro.02.03.156% U 10.33793/acperpro.02.03.156