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Abstract


A Search On Mınerologıcal Structure Of The Clay Core Embankment- Used In Tokat- Bedirkale Irrigation Dam And It Is Efects On Civil Engineering Properties
The aim of this study is to investigate, the minerological structure of the clay core embankment materials which are used Tokat - Bedirkale irrigation Dam effect the engineering properties. In general investigated ground is of hard soil and soft soil composed of silt, sand and clay which is suitable for open gallery. From the viewpoint of index properties the particle size distribution is good, and we have determined that the gravity, porosity, rate of hollows, natural water content, saturation pencentage, consentration limits and the activity are with in the tolerable borders. In the classification carried out in relation with index properties its also been observed that the search ground is in the SC and SC-CL group and it is plasticity is moderate while it takes place in inorgonic clay class. The search ground consists of chlorite, holloisite and kaolinite in terms of minerology. Organic material, percentage of lime, soil reaction, capacity of cation exchange, saluable salt, electric conductivity and changeable sodium percentage; related to chemical properties have appropriate particularities for impermeable embankment material. As of engineering properties; it is compaction, consolidation, sliding resistance, permeability, dispersivity and swelling potential exhibit minerologically suitable behaviors and it is observed that the koalinite, halloysite and chlorite materials can be used as impermeble embankment materials.

Keywords
Compaction Consolidation Sliding Resistance Permeability Dispersivity Swelling Potent


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