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Appendix D Geotechnical report · MCU18/0013

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Project No. 304-2014

 

 

 

November, 2004 Page 15
(— TRIANGULAR DISTRIBUTION \
Lateral Earth Pressure Lateral Pressure Due to Surcharge

 

   

 

 

 

KyH + hwy w(1-K)

K = appropriate earth pressure coefficent UDL Point Load or

H = Vertical height of the wall ( ‘
hw = Height of design water table Strip Footing
Y = Soil bulk density (kKN/m3)

yw = Water bulk density (kKN/m3)

. —
r ‘

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

TRAPEZOIDAL DISTRIBUTION
Lateral Pressure
Hydrostatic Due to Surcharge
Pressure
H + + +
0.65 KayH
hwy
Sand or Gravel UDL Point Load or
Strip Footing

 

 

LO FIGURE 3 —

 

# SOIL SURVEYS ENGINEERING

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