Deformation analysis of concrete faced Aydın Karacasu dam and comparison of theoretical results with measurements

Download

index.pdf

Date

2015

Author

Tütüncübaşı Tosun, Tuğçe

Metadata

Show full item record

Item Usage Stats

202
views

114
downloads

The improvement in design technologies has enhanced the use of different fill materials in construction of the embankment dams. Rockfill is one of the most preferred fill materials for embankment dam. Also, use of different fill material such as sand-gravel has been preferred in recent years. Previous studies on concrete faced sand-gravel fill dam, results of the laboratory experiments and in-situ testing analysis display that using sand-gravel as a fill material is not only cost-effective but also safe and provides high quality natural construction material. In this study, settlement of Karacasu Dam, which is the first concrete faced sand-gravel fill dam in Turkey, is examined during “end of construction” period and “reservoir impoundment” period. Total stresses and deformations are determined by computing two dimensional finite element analyses. Hardening soil model is utilized to obtain non-linear, stress dependent and inelastic behavior of the sand-gravel fill material. As a first approach, model parameters of sandgravel fill are selected mainly according to the previous works on the concrete faced dams. Then, back analyses are conducted to obtain optimal values. Finally, deformations and stresses, which are calculated by finite element analyses, are compared with the data observed by General Directorate of State Hydraulic Works (DSİ) for both end of the construction and reservoir impoundment periods. The comparison of the results indicates that calculated deformations are generally compatible with the observed ones.

Subject Keywords

Concrete dams., Shear strength of soils., Soil-structure interaction., Finite element method., Concrete hydraulic structures.

URI

http://etd.lib.metu.edu.tr/upload/12618844/index.pdf
https://hdl.handle.net/11511/24711

Collections

Graduate School of Natural and Applied Sciences, Thesis

Suggestions

OpenMETU
Core

Deformation analysis of concrete faced Aydın Karacasu dam and comparison of theoretical results with measurements Tosun Tütüncübaşı, Tuğçe; Özkan, Yener Mehmet; Yıldız, Saadet Gülru; Çokça, Erdal (2019-01-01) The improvement in design technologies has enhanced the use of different fill materials in construction of the embankment dams. Rockfill is one of the most preferred fill materials for embankment dam. Also, use of different fill material such as sand-gravel has been preferred in recent years. Previous studies on concrete faced sand-gravel fill dam (CFSGD), results of the laboratory experiments and in-situ testing analysis display that using sand-gravel as a fill material is not only cost-effective but also ...
DEFORMATION ANALYSIS OF CONCRETE FACED AYDIN KARACASU DAM AND COMPARISON OF THEORETICAL RESULTS WITH MEASUREMENTS Çokça, Erdal; Özkan, M. Yener; Yıldız, Saadet Gülru (2018-11-01) The improvement in design technologies has enhanced the use of different fill materials in construction of the embankment dams. Rockfill is one of the most preferred fill material for embankment dam. Also, use of different fill material such as sand-gravel has been preferred in recent years. Previous studies on concrete faced sand-gravel fill dam (CFSGD), results of the laboratory experiments and in-situ testing analysis display that using sand-gravel as a fill material is not only cost-effective but...
Finite element analysis of deformation behavior of concrete faced Konya Afşar Hadimi dam and comparison of results with measurements Kardeş, Doğuşcan; Çokça, Erdal; Department of Civil Engineering (2019) To eliminate the problem of scarcity of appropriate fill material in the vicinity of construction site, concrete faced dam is a commonly preferred alternative for embankment dams. Functioning as an impervious membrane, the concrete face makes it possible to use dumped rockfill, compacted rockfill or sand-gravel fill as the dam body material. In this study, deformation behavior of Konya Afşar Hadimi Dam, which is a concrete faced rockfill dam, was investigated by finite element analyses using Plaxis and Mida...
Ground motion scaling for the prediction of the seismic response of concrete gravity dams Duygu, Mustafa Berk; Arıcı, Yalın; Department of Civil Engineering (2014) Designing dams for seismic safety gains importance as the number of dams are increasing as a result of increasing need in water storage and hydropower. To define a structure’s seismic safety, scaling of accelerograms should be considered as one of the most crucial elements. Appropriate scaling of ground motion records is required to better estimate the linear and nonlinear structural response of a structure. Although, in literature, there exist numerous methods dealing with this issue, it is required to det...
Technological characteristics of abrick masonry structure and their relationship with the structural behaviour / Aktaş, Yasemin Didem; Türer, Ahmet; Department of Archaeometry (2006) The aim of this study is to investigate the physical and mechanical properties of construction materials in relation with the structural behaviour of a historic structure. Within this framework, the brick masonry superstructure of Tahir ile Zuhre Mescidi, a XIIIth century Seljuk monument in Konya was selected as case study. The study started with the determination of the basic physical (bulk density, effective porosity, water absorption capacity), mechanical (modulus of elasticity, uniaxial compressive stre...

Citation Formats

T. Tütüncübaşı Tosun, “Deformation analysis of concrete faced Aydın Karacasu dam and comparison of theoretical results with measurements,” M.S. - Master of Science, Middle East Technical University, 2015.