Compressibility and shear strength are the principal geotechnical engineering properties of
soils, which control the stability of a soil mass under structural loads. Therefore, it is always …

This paper describes the physical and engineering properties of three different types of soil.
One has been collected from NIT Agartala campus and other from River bank of Howrah …

The compression index (C c) serves as a crucial parameter in predicting consolidation
settlement in fine-grained soils, representing the slope of the void ratio logarithmic effective …

Transformation models have been widely used in geotechnical engineering to relate data
from lab or field tests (eg, cone penetration tests, CPT) to design parameters required in …

This paper presents an investigation of physical and engineering properties of expansive
clays prepared by reconstituting Na-montmorillonite bentonite mixed with natural non …

Dunkirk marine sediments can be used as an alternative roadbed material, and a full-scale
test road using this has been successfully built at Dunkirk harbour in France. In this context …

Correlations between compression index and atterberg limits found in the literature are very
important for preliminary estimation. These equations are usually interpreted based on the R …

This work is devoted to the determination and systematization of the properties of clay soils
used in the construction of new railway tracks in order to develop the railway network in the …

The compression index of fine-grained soils is a critical parameter for determining structure
settlement. In the laboratory, determining this parameter is time-consuming, costly, and …

Consistency limits and soil plasticity are the basic parameters that represent the physical
properties of fine-grained soils and provide important information about their engineering …