Eurocode 7 partial factor for effects of actions,Eurocode 7 (2nd G) partial factor for unfavourable effects of actions
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γ
E,fav
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Eurocode 7 (2nd G) partial factor for favourable effects of actions
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γ
F
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Eurocode 7 partial factor for an action
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γ
G
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Eurocode 7 (2nd G) partial factor for permanent unfavourable/destabilising action
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γ
G;dst
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Eurocode 7 partial factor: permanent action – unfavourable
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γ
G,fav
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Eurocode 7 (2nd G) partial factor for permanent favourable action
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γ
G;stb
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Eurocode 7 partial factor: permanent action – favourable
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γ
G,w
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Eurocode 7 (2nd G) partial factor for unfavourable/destabilising water action
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γ
G,w,stb
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Eurocode 7 (2nd G) partial factor for stabilising water action
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γ
M
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Eurocode 7 partial factor for a soil parameter
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γ
Q
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Eurocode 7 (2nd G) partial factor for variable (unfavourable) action
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γ
Q;dst
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Eurocode 7 partial factor: variable action – unfavourable
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γ
Q,w
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Eurocode 7 (2nd G) partial factor for unfavourable water action
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γ
qu
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Eurocode 7 partial factor: unconfined compressive strength
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γ
R
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Eurocode 7 partial factor for a resistance
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γ
Rb
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Eurocode 7 (2nd G) pile design base resistance factor
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γ
Rc
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Eurocode 7 (2nd G) pile design total resistance factor
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γ
Rd
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Eurocode 7 (2nd G) pile design model factor
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γ
Re
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Eurocode 7 partial factor: earth resistance
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γ
Rh
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Eurocode 7 partial factor: sliding resistance
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γ
Rs
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Eurocode 7 (2nd G) pile design shaft resistance factor
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γ
Rv
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Eurocode 7 partial factor: bearing resistance
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γ
s
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Eurocode 7 partial factor: pile shaft resistance
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γ
sat
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Saturated unit weight (saturated weight density)
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γ
t
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Eurocode 7 partial factor: pile total resistance
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γ
tanδ
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Eurocode 7 (2nd G) partial factor: ground/structure interface friction
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γ
tanϕ
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Eurocode 7 (2nd G) partial factor: angle of shearing resistance
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γ
ts
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Eurocode 7 (2nd G) partial factor: effective shear strength
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γ
w
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Unit weight of water (weight density of water)
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γ
γ
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Eurocode 7 partial factor: weight density
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γ
ϕ'
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Eurocode 7 partial factor: angle of shearing resistance
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δ𝛿
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Ground–structure interface friction angle
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ε
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Strain
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η
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Dynamic viscosity of water, conversion factor
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θ
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Angle of failure plane to major principal plane, angle subtended at centre of slip circle
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κ
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Slope of swelling line
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λ
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Slope of normal consolidation line, SPT rod length correction factor
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μ
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Settlement coefficient, one micron
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ν
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Poisson's ratio
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ξ
m
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Eurocode 7 (2nd G) pile design correlation factor
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ξ1, ξ2
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Eurocode 7 correlation factors to evaluate results of static pile load tests
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ξ3, ξ4
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Eurocode 7 correlation factors to derive pile resistance from ground investigation results
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ρ
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Density, settlement
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ρ'
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Submerged, buoyant or effective density
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