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accuracy accurate adsorb water adsorption affect the result amount apparent approximate Atterberg method ball began begins to crumble blows bottom calculate capillary saturation capillary tube Casagrande's apparatus changes clay soils Cohesion conclusion considerably affect consistency limits conventional criteria corresponding curves determination diagram diameter disk distinct dried easy eliminate Engin explained fact formed funnel given soil granulometric composition hand Heavy higher increase initial moisture content insignificant length limit and moisture limits of consistency liquid limit meniscus millimeter moisture of capillary Papers particles percent physical properties placed plastic limit Poland Polish Standard porous plate quantity of water reaches the moisture RELATION repeated replace results obtained rise Rolling limit scale read seen shown simplicity soil moisture content soil sample soils tested straight subjective factors sufficient surface Table taken every minute Technical Tested Soils according thread of soil tion upper vary water adsorbed weight