TY - JOUR TT - DETERMINATION OF UNCONFINED COMPRESSION STRENGTH OF FINE GRAINED SOILS USING STATISTICAL APPROACHES AU - Aksoy, Hüseyin Suha PY - 2017 DA - July DO - 10.28948/ngumuh.341816 JF - Niğde Ömer Halisdemir Üniversitesi Mühendislik Bilimleri Dergisi JO - NÖHÜ Müh. Bilim. Derg. PB - Nigde Omer Halisdemir University WT - DergiPark SN - 2564-6605 SP - 609 EP - 614 VL - 6 IS - 2 KW - İnce daneli zemin KW - serbest basınç deneyi KW - endeks deneyleri KW - regresyon analizi N2 - Unconfined shear strength is a widely usedparameter to determine soil-bearing capacity. Unconfined shear strength dependson numerous variables. Most researchers try to estimate unconfined strength byusing empirical relations. But it is a hard to predict value. In this study, aset of unconfined shear test results and index properties of soils have beenused. Different regression models were utilized and the most suitablerelationships with the highest correlation coefficients were established. CR - [1] SKEMPTON, A.W., BJERRUM, L., “A Contribution to the Settlement Analysis of Foundations on Clay”, Geotechnique, 7, 168-178, 1957. CR - [2] BJERRUM, L., “Embankments on Soft Ground”, Proceedings of the ASCE Special Conf. on Performance of Earth and Earth-Supported Structures. Purdue Univesity, 2, 81-118, 1972. CR - [3] KENNEY, T.C., “Formation and Geotechnical Characteristics of Glacial-Lake Varved Soils”, Bjerrum Memorial Volume, Norwegian Geotechnical Institute, Oslo, Norway, 15-39, 1976. CR - [4] OSTERMAN, J., “Notes on the Shearing Resistance of Soft Clays”, ACTA Polytechnica Scandinavia, 2, 1-2, 1960. CR - [5] HOLTZ, R.D., KOVACS, W.D., An Introduction to Geotechnical Engineering, Prentice Hall, New Jersey, US, 1981. CR - [6] LADD, C.C., FOOTT, R., ISHIHARA, K., SCHLOSSER, F., POULOS, H.G., “Stress-Deformation and Strength Characteristics. State-of-the-Art Report”, Proceedings. 9th Int. Conf. on Soil Mech. and Found. Engrg., 421-494, Tokyo,Japan,1977. CR - [7] JAMIOLKOWSKI, M., LADD, C., GERMAINE, J.T., LANCELLOTTA, R., “New Developments in Field and Laboratory Testing of Soils”, Proc. of the 11th Int. Conf. on Soil Mech. and Foundation Engineering, 57-153, San Francisco, US, 1985. CR - [8] DAVIES, T.G., BUDHU, M., “Non-linear analysis of laterally loaded piles in heavily overconsolidated clays”, Geotechnique, 36, 527-538, 1986. CR - [9] GÜNEŞ, M., ANSAL, A, “Konsolidasyon Özelliklerinin İstatistiksel Bir Değerlendirmesi”, Zemin Mekaniği ve Temel Müh. 2. Ulusal Kongresi, 15-28, İstanbul, Türkiye, 1987. CR - [10] YILMAZ, R., Zemin Geoteknik Parametrelerinin Değişkenliği İstatistiksel Özelikleri ve İzmir İç Körfezi Kuzey Kıyılan Zeminleri Üzerine Uygulamalar, Doktora Tezi, Dokuz Eylül Üniversitesi Fen Bilimleri Enstitüsü, İzmir, Türkiye, 1987. CR - [11] BAZANT, Z.P., BECQ-GIRAUDON, E., “Statistical Prediction of Fracture Parameters of Concrete and İmplications for Choice of Testing Standard”, Cement and Concrete Research, 32, 529-556, 2002. UR - https://doi.org/10.28948/ngumuh.341816 L1 - https://dergipark.org.tr/en/download/article-file/347314 ER -