Z v's PzBroms v's Hansen Methods - Laterally Loaded Pile(Cohesionless soils only)Foundation Dia (m) =1.05Mu (kNm)=1300Embedment (m) =4.6Hu (kN)=26Soil angle of friction (deg) =30Stability Factor=1.3(included in Mu & Hu)Soil density (kN/m3) =18Top Down (F1)Bottom Up (F2)Interpolate F1 & F2+Hu ValueSectionDepth (m)KqPz (kPa)pz.D (kN/m)Ave Pz.D (kN/m)Seg area (kN)Agg area (kN)Mom area (kNm)A/M area (kNm)ZF1Seg area (kN)Agg area (kN)Mom area (kNm)A/M area (kNm)ZF2F1F2+HuF1F2+HuF1F2+HuF1F2+HuF1F2+HuP(s)105.03001133000.1231570050273.20315968049098049090.0856862856862020.235.25222335811330.2981568350273.211115949337928178980.18698518578613730.465.4645476114258110.45141560850243.222515868308860.28588607540.695.67707488204516270.612015461650163.254515728438740.386085911250.925.8897102117277228550.772715252850003.287215518568620.486185814961.156.091261321483410643990.933414984349723.3210615248698510.586285718671.386.3015716418142148621611.094214646249283.3714814908828390.686385522481.616.5118919821650197862471.255014238648663.4219714498948270.786585426191.846.72223234253582551143601.4158137311447803.4825513999078150.8866853298102.076.93258271291673221465061.5767131514646673.5532213419208040.9867852335112.37.15296311331763991846901.7376124818445213.6239912749337921.0869851373122.537.36335352373864842279171.8986117222743373.704841198410132.767.573763954179658027611932.0696108627641103.785801112447142.997.7841944046310668733115242.2210699033138343.876871016484153.227.9946348651011780439219152.3811788339235033.97804909522163.458.2050953556012993345923742.5412976645931124.06933792559173.688.41557585611141107453329082.7114163753326534.161074663596183.918.62607637664153122661535232.8715349761521194.271226523633194.148.83658691719165139270442273.0416534470415044.371392370671204.379.05711747776178157080050273.201781788008004.491570204708214.69.26766805745AdoptF1=860Mu=F2*ZF2 - F1*ZF1F2=834=1237ZF1=2.46approx =1300ZF2=4.02Compare Hansen depth of >4.6m with Broms of 4.36mie for these conditions, Hansen more conservative.

&L&6&F &A&R&6&D &TEquilibrium PointEquilibrium PointEquilibrium PointUnchecked!P(s) values from Caisson for plotting

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Chart000.230.230.460.460.690.690.920.921.151.151.381.381.611.611.841.842.072.072.32.32.532.532.762.762.992.993.223.223.453.453.683.683.913.914.144.144.374.374.64.6

HansenBromsUlt Lateral Soil Resistance (Pz, kPa)Depth, ZBroms v's Hansen Methods