Permeability and its Testing method - TS
Permeability in soil is the property that describes the ease with which water (or air) flows through the interconnected voids or pores between soil particles. It is a critical engineering property used to predict seepage, calculate the settlement rate of structures, and design drainage systems.
· Coefficient of Permeability
This is the
standard quantitative measure, often called hydraulic conductivity. It
represents the flow velocity under a unit hydraulic gradient and is typically
measured in meters per second (m/s) or centimeters per second (cm/s).
· Darcy's Law: The fundamental principle
governing water flow in soil, stating that discharge velocity is directly
proportional to the hydraulic gradient.
· Soil Type Variation: Permeability varies vastly by
soil texture:
o High Permeability: Coarse-grained soils like gravel
and sand
o Low Permeability: Fine-grained soils like silt and
clay
Factors Affecting
Permeability
Particle Size
and Shape: Larger particles create larger voids, leading
to higher permeability. Angular particles typically result in lower
permeability than rounded ones due to increased surface area.
· Void Ratio: Generally, a higher volume of
voids relative to solids increases permeability.
· Degree of Saturation: Saturated soils
(all voids filled with water) are more permeable than partially saturated
soils, as entrapped air blocks flow paths.
· Soil Structure and Stratification: Flocculated
clay structures are more permeable than dispersed ones. Additionally, natural
soil layers often have higher permeability horizontally than vertically.
· Testing Methods
· Laboratory Tests:
o Constant Head Test: Used for coarse-grained,
highly permeable soils like sand.
o Falling Head Test: Used for fine-grained soils with low permeability, such as clay.
·
Field Tests:
o
Pumping-out Tests: Involve pumping water from a well and measuring the drop in
surrounding observation wells; more accurate for large-scale projects.
o
Percolation Tests: Simple tests measuring the rate at which water level drops in a
bored hole.
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