Atterberg_data_correction.xlsx - HACETTEPE UNIVERSITY CIVIL...

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Form E Sheet.. of.. Tested by : LL LL LL LL LL PL PL 21 17 26 - - 1 2 3 4 5 g 35.9 39.07 33.74 28.32 26.55 g 31.56 33.95 30.05 26.53 25.13 g 19.85 20.36 19.92 19.94 20.13 g g HACETTEPE UNIVERSITY, CIVIL ENGINEERING DEPARTMENT, SOIL MECHHANICS LABORATORY ATTERBERG LIMITS Project : Date : Borehole No : Sample No : Depth of sample : Description of soil : Proportion of sample retained on No:40 sieve ………………% Type of test* Deney tipi No. of drops (Liquid limit test)
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Unformatted text preview: Düşüş sayısı Container No. Kap No. Mass of container+wet soil, (W 2 ) Yaş numune+kap ağırlığı Mass of container+dry soil, (W 3 ) Kuru numune+kap ağırlığı Mass of container, (W 1 ) Kap ağırlığı Mass of moisture, (W 2- W 3 ) Su ağırlığı Mass of dry soil, (W 3- W 1 ) Kuru numune ağırlığı Moisture content, Su içeriği...
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