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Soil mechanics

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groundwater
right|thumb|upright=1.5|An illustration showing groundwater in aquifers (in blue) (1, 5 and 6) below the [[water table (4), and three different wells (7, 8 and 9) dug to reach it.]]
quicksand
thumb|right|Quicksand and a warning sign about it at a gravel quarry in England thumb|Quicksand on the River Thames|Thames Quicksand, also known as sinking sand, is a colloid consisting of fine granular material (such as sand, silt or clay) and water. It forms in saturated loose sand when the sand is suddenly agitated. When water in the sand cannot escape, it creates a liquefied soil that loses strength and cannot support weight. Quicksand can form in standing water or in upward flowing water (as from an artesian spring). In the case of upward-flowing water, forces oppose the force of gravity
specific weight
weight per volume of a material
porosity
Porosity or void fraction is a measure of the void (i.e. "empty") spaces in a material, and is a fraction of the volume of voids over the total volume, between 0 and 1, or as a percentage between 0% and 100%. Strictly speaking, some tests measure the "accessible void", the total amount of void space accessible from the surface (cf. closed-cell foam).
soil mechanics
branch of soil physics and applied mechanics that describes the behavior of soils
soil liquefaction
geological phenomenon when soil material that is ordinarily a solid behaves like a liquid
Darcy's law
equation describing the flow of a fluid through a porous medium
thixotropy
thumb|Mānuka honey is an example of a thixotropic material. Thixotropy is a time-dependent shear thinning property. Certain gels or fluids that are thick or viscous under static conditions will flow (become thinner, less viscous) over time when shaken, agitated, shear-stressed, or otherwise stressed (time-dependent viscosity). They then take a fixed time to return to a more viscous state. Some non-Newtonian pseudoplastic fluids show a time-dependent change in viscosity; the longer the fluid undergoes shear stress, the lower its viscosity. A thixotropic fluid is a fluid which takes a finite tim
surface subsidence
thumb|300px|Subsided house, called The Crooked House, the result of 19th-century mining subsidence in [[Staffordshire, England]] thumb|A625 road#Mam Tor road|Mam Tor road destroyed by subsidence and shear, near Castleton, [[Derbyshire]]
angle of repose
(of a granular material) steepest angle of descent or dip relative to the horizontal plane to which a material can be piled without slumping. At this angle, the material on the slope face is on the verge of sliding
permeability
measure of the ability of a porous material to allow fluids to pass through it
consolidation
process by which soils decrease in volume
vadose zone
the unsaturated aquifer above the water table
water content
quantity of water contained in a material
mass wasting
geomorphic process by which soil, sand, regolith, and rock move downslope
rock mechanics
theoretical and applied science of the mechanical behavior of rock and rock masses; compared to geology
hydraulic conductivity
measure of the ability of a porous material to allow water to pass through it
frost heaving
results from ice forming beneath the surface of soil during freezing conditions
marsh gas
gas produced naturally within marshes, swamps and bogs
groundwater recharge
process of infiltration and percolation of water in the ground and aquifers
darcy
unit of permeability
Mohr–Coulomb theory
mathematical model describing the response of a brittle material to mechanical stresses and to define shear strength of soils and rocks
quick clay
type of glaciomarine clay
lateral earth pressure
pressure of soil in horizontal direction
pore water pressure
pressure of groundwater held within a soil or rock, in gaps between particles
pore space in soil
volume occupied by liquid and gas phases in a soil
bearing capacity
capacity of soil to support loads
sand volcano
cone of sand formed by the ejection of sand onto a surface from a central point by water under pressure
Effective stress
Physical quantity in soil
connate fluids
liquids that were trapped in the pores of sedimentary rocks
Reynolds' dilatancy
volume change of a granular material under shearing
void ratio
dimensionless quantity related to porosity
cohesion
part of shear strength that is independent of the normal effective stress in mass movements
Shear strength
Magnitude of the shear stress that a soil can sustain
overburden pressure
stress imposed on soil or rock by overlying material
Flownet
Type of graph
Groundwater-related subsidence
Sinking of land due to groundwater extraction
Bound water
thin layer of water surrounding mineral surfaces
frost line
depth to which the groundwater in soil is expected to freeze
dry quicksand
conjectural soil type probably not found in nature
soil structure interaction
consists of the interaction between soil and a structure built upon it
Expansive clay
soil type
Drucker–Prager yield criterion
concept in physics
specific storage
the amount of water that a portion of an aquifer releases from storage, per unit mass or volume of aquifer, per unit change in hydraulic head