The effect of the size factor on the axial strength in clayey soils
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Abstract (EN)
The scope of this study is to investigate the effects of the variety of size on axial (uniaxial) strength in cohesive soils. The variety of the results within the the resistance values measured by unconfined compression (uniaxial) tests on soil samples with different diameter height to diameter ratios and the effect of the different size/diameter ratios on the uniaxial resistance were tested.It is known that, in the rock mechanics, the variety of the size is effective on the uniaxial compressive strength and the correction factors are in use to standardize the resistance values measured on core samples with different sizes. In this study, the similar affiliations studied on clayey soils. The results show that, the resistance and size/diameter ratio is inversely proportional
Author
Tolga Rüşen
How to Cite
Tolga Rüşen (Master Thesis). The effect of the size factor on the axial strength in clayey soils, 2011, Çukurova University.
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