Coefficient of Consolidation on Saturated Soil at Various Points in Aurangabad Region
摘要
Knowledge of coefficient of consolidation of soil layer is essential in designing of structure on it. This can be achieved by different method. As square root of time fitting and logarithmic of time method has been carried out by experimentation. Also correlation of Coefficient of consolidation (Cv) and index properties of soil as liquid limit and plastic limit shows the different properties.