form sht geotech

form sht geotech - s z q + = 2 / 3 2 ) / ( 1 1 1 z R q s z...

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CIVE 416 Geotechnical Engineering, Winter 2010 McGill University Faculty of Engineering CRIB SHEETS CIVE 416 Winter 2010 Two-dimensional seepage: The 2D steady state flow equation Stability of slopes: Stress Distribution due to surface load - Point Load, P: - Uniformly loaded strip, q s - Uniformly loaded circle, q s Consolidation settlement: - NC soils - OC soil (OCR > 1 but σ′ c o +Δσ′ ) - OC soil (OCR 1 but c < o + Δσ′ ) x k k x x y = 0 2 2 2 2 = + y h k x h k y x y x k k k = [ ] α φ γ 2 sec 1 tan tan cos sec u r ec d c F slope Infinite + = 2 2 1 1 2 L W L W r c F slope Finite u = θ H c N Number Stability u = + = n i n n W ul W l c F slices of method Ordinary sin tan ) cos ( [] ) 2 cos( sin β π σ + + = Δ
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Unformatted text preview: s z q + = 2 / 3 2 ) / ( 1 1 1 z R q s z 2 5 2 2 ] ) / ( 1 [ 1 2 3 z r z P z + = o o o c c e H C S + + = log 1 o o o r c e H C S + + = log 1 c o o c o c o s c e H C e H C S + + + + = log 1 log 1 CIVE 416 Geotechnical Engineering, Winter 2010 CIVE 416 Geotechnical Engineering, Winter 2010 Taylors Chart...
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This note was uploaded on 02/08/2011 for the course CIVE 416 taught by Professor Meguid during the Winter '10 term at McGill.

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form sht geotech - s z q + = 2 / 3 2 ) / ( 1 1 1 z R q s z...

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