TY - JOUR TT - Development On Pinhole Test Used To Identify The Dispersive Clays And A Comparative Study AU - Savaş, Hasan AU - Tosun, Hasan PY - 2009 DA - December Y2 - 2009 JF - Eskişehir Osmangazi Üniversitesi Mühendislik ve Mimarlık Fakültesi Dergisi JO - ESOGÜ Müh Mim Fak Derg PB - Eskişehir Osmangazi Üniversitesi WT - DergiPark SN - 2630-5712 SP - 215 EP - 231 VL - 22 IS - 2 KW - Dispersif kil KW - İğne deliği deneyi KW - Toprak dolgu baraj. N2 - Use of dispersive clays in earthfill dams causes serious problems that may bedifficult to solve later unless this type of soil is adequately defined and properly used. In thisresearch, the pinhole test, which is effectively used for identifying dispersive clays, wasredesigned and donated with electronic devices to obtain reliable results. The test system wasdeveloped including large size specimens and an evaluation chart was developed for each sizespecimen. Throughout the research, a detailed experimental study was performed to predict thesensitivity of new test system. The study indicates that the large specimens can effectively beused to obtain more realistic data for identification of dispersive soils. CR - [1] USBR, “Design of small dams”, U.S. Department of Interior Bureau of Reclamation, Denver, CO., 1987. CR - [2] ICOLD, “Deterioration of Dams and Reservoirs, Examples and Their Analysis”, International Commission on Large Dams, 1983. CR - [3] H. Tosun, İ. Zorluer, H. Savaş, Ö. Taşkıran, H. Demirkol ve A. Kar, “Temel Sorunlarından Oluşan Baraj Göçmeleri”, Osmangazi Üniversitesi, Geoteknik Yayınları Serisi:99/1, Eskişehir, 1999. CR - [4] USBR, “Failure of Teton Dam”, Final Report, U.S. Department of Interior, Teton Dam Failure Review Group, Denver, 1980. CR - [5] Tosun H., Savaş H. ve Bitkova, N., “Dispersif ve Ara Zemin Örneklerinde Sıkıştırma Enerjisinin Zeminin Borulanma Davranışı Üzerine Etkisi”, Zemin Mekaniği Dokuzuncu Ulusal Kongresi, 21-22 Ekim 2002, Eskişehir, s.34-44. CR - [6] Aitchison, G.D., Ingles, O.G. and Wood, C.C., “Post-construction deflocculation as a contributory factor in the failure of earth-dams”, Proceedings of the Forth ANZ Conference on Soil Mechanics and Foundation Engineering, Institution of Engineers Australia, 1963, ss.26-30. CR - [7] H. Tosun, “Dispersif Killer ve Toprak Dolgu Barajlar Açısından Önemi”, DSİ Teknik Bülteni, 1994, sayı:80, ss.51-60. CR - [8] Mitchell, J.K., “Fundamentals of Soil Behavior”, John Wiley and Sons, New York, USA, 1976. CR - [9] J.L. Sherard, L.P. Dunnigan, R.S. Decker, “Identification and nature of dispersive soils” Journal of the Geotechnical Engineering Division, ASCE, Vol.102, n.GT2, pp. 287-301, 1976. CR - [10] Yong and Warkentin, B.P., “Introduction toSoil Behavior”, Chapter 7, Macmillan, New York, pp.151-175, 1996. CR - [11] Penner, D. and Lagaly, G., “Influence of anions on the rheological properties of clay mineral dispersions”, Applied Clay Science, V.19, pp.131-142, 2001. CR - [12] R.G. Acciardi, “Quantification of Pinhole Test Equipment Hydraulic Characteristics”, United States Department of The Interior Bureau of Reclamation, REC- ERC-82-5, 1982. CR - [13] H. Tosun, İ. Zorluer, H. Tozluk, H. Savaş, “Toprak Dolgu Barajlarda Dispersif Killerin Kullanımı ve Tasarım ve Kontrol Kriterlerinin Araştırılması” TÜBİTAK Projesi, P. No: İNTAG-719, 2001. CR - [14] H. Tosun, H. Savaş ve A. Yazıcı, “Dispersif Zeminlerin Tanımlanmasında Kullanılan İğne Deliği Deney Ekipmanının Yeniden Tasarımı”, TÜBİTAK Proje no: İÇTAG-İ732, Ankara, 2007. CR - [15] USBR 5410-89, “Determining Dispersibility of Clayey Soils by the Pinhole Test Method”, Earth Manual II, United States Department of the Interior Bureau of Reclamation, pp. 425- 437, 1989. CR - [16] ASTM D 4647, “Standard Test Method for Identification and Classification of Dispersive Clay Soils by The Pinhole Test”, ASTM, V.04, pp.858-867, 1989. CR - [17] TS 1900, “İnşaat Mühendisliğinde Zemin Deneyleri” , TSE, Ankara, 1987. CR - [18] TS 1500, “İnşaat Mühendisliğinde Zeminlerin Sınıflandırılması”, Türk Standartları Enstitüsü, Ankara, 1987. UR - http://dergipark.org.tr/tr/pub/ogummf/issue//325458 L1 - http://dergipark.org.tr/tr/download/article-file/320443 ER -