Civil Engineering

Shear Strength

‘Shear strength’ is the resistance offered by soil against shear deformation, its value is equal to the shear stress on

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Compression Ratios

The relative compression during initial compressibility, primary consolidation and secondary consolidations are defined by the following three ratios: (i) Initial

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Consolidation

The decrease in volume of fully saturated soil by squeezing out of the pore water on account of gradual dissipation

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Seepage Pressure

When water flows through saturated soil mass, the head available is dissipated as viscous friction, producing a frictional drag in

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Effective Stresses

PHYSICAL SIGNIFICANCE OF EFFECTIVE STRESSES Consider a fully saturated soil. Let us take a wavy plane x-x passing through the

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Clay Minerals

STRUCTURE OF CLAY MINERALS Clay minerals are composed of two basic structural units. (i) Tetrahedral unit (ii) Octahedral unit (i)

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