![]() ![]() ![]() A database is arranged with the use of approximately 450 consistency limit tests. In this study, it is aimed to obtain the consistency properties of high plastic clays that are procured from the site investigation reports conducted for Bakırköy district (Istanbul, Turkey) depending on only the evaluation of liquid limit test results. In this connection, the regression analysis and artificial neural network applications become the most preferred techniques to estimate the consistency limits with the use of only a variable. Besides, the development of information and computer technologies also present alternative solution perspectives for the attainment of geotechnical properties. Therefore, the reliability and correctness of the tests are still in the concern of geotechnical studies. The consistency tests are assumed as the easiest and the basic tests of geotechnical engineering and the application details of the tests are depending on the experience of the operator and the environmental conditions. Consistency limits are simple and precious soil parameters that are directly representing the mineralogical and physical properties and indirectly used to estimate the strength and rigidity characteristics of fine-grained soils. ![]()
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