REINFORCED SOIL FOUNDATION _________________________________________________________________________ by Petrucio Santos ORIGIN 0:= INPUT DATA Fill soil Unit weight (kN/m³) γa 18:= Soil friction angle (degree) ϕa 30:= Total depth of reinforcement (m)... More

REINFORCED SOIL FOUNDATION _________________________________________________________________________ by Petrucio Santos ORIGIN 0:= INPUT DATA Fill soil Unit weight (kN/m³) γa 18:= Soil friction angle (degree) ϕa 30:= Total depth of reinforcement (m) d 0. 3:= Soil coehsion (kPa) ca 10:= Inclination of the passive force Pp with the horizontal (degree) δa 0:= Foundation soil Ultimate bearing capacity of the underlying unreinforced soil (kPa) qb 30:= Footing data Strip footing = 0 or Square footing = 1 OP 1:= Width (m) Bf 2:= Embedment depth (m) Df 0:= Geosynthetics information Top layer spacing (m) u 0. 3:= Vertical spacing between reinforcement layers (m) h 0. 1:= E 1100:= Restraining strength of the geosynthetic reinforcement (kN/m) Number of reinforcement layers Nr 2:= Loading surface (kPa) q 0:= Depth Bf 2⋅:= Depth 4= qur 550:= us 0. 10:= Es 3525:= Less