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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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