A comparative study on the undrained shear strength results of fall cone and vane shear tests in sand–clay mixtures

Author:

Cabalar Ali Firat,Khalaf Muhammed Mukhlif,Isik Haluk

Publisher

Springer Science and Business Media LLC

Subject

General Earth and Planetary Sciences,General Environmental Science

Reference57 articles.

1. Abbireddy COR, Clayton CRI, Huvenne VA (2009) A method of estimating the form of fine particulates. Geotechnique 59(6):503–511

2. ASTM D 2573-94 (American Society for Testing and Materials) (2013) Standard test method for laboratory miniature vane shear test for saturated fine-grained clayey soil. United States, West Conshohocken, pp 19428–12959

3. Cabalar AF (2010) Applications of the oedometer, triaxial and resonant column tests to the study of micaceous sands. Eng Geol 112:21–28

4. Cabalar AF (2018) Influence of grain shape and gradation on the shear behavior of sand mixtures. Sci Iran Trans A Civil Eng 25(6):3101–3109

5. Cabalar AF, Hasan RA (2013) Compressional behaviour of various size/shape sand-clay mixtures with different pore fluids. Eng Geol 164:36–49

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