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X AT THE GROUND SURFACE = 12.00 IN <br /> <br />4 LAYER(S) OF SOIL <br /> <br />LAYER 1 <br />THE SOIL IS A STIFF CLAY WITH NO FREE WATER <br />X AT THE TOP OF THE LAYER ~ 12.00 IN <br />X AT THE BOTTOM OF THE LAYER ~ 72.00 IN <br />MODULUS OF SUBGRADE REACTION = .400D+03 LBS/IN**3 <br /> <br />LAYER 2 <br />THE SOIL IS A STIFF CLAY WiTH NO FREE WATER <br />X AT THE TOP OF THE LAYER = 72.00 IN <br />X AT THE BOTTOM OF THE LAYER = 168.00 IN <br />MODULUS OF SUBGRADE REACTION = .200D+03 LBS/IN~*3 <br /> <br />LAYER 3 <br />THE SOIL IS A STIFF CLAY WITH NO FREE WATER <br />X AT THE TOP OF THE LAYER = 168.00 IN <br />X AT THE BOTTOM OF THE LAYER = 240.00 IN <br />MODULUS OF SUBGRADE REACTION = .100D+03 LBS/IN**3 <br /> <br />LAYER 4 <br />THE SOIL IS A STIFF CLAY WITH NO FREE WATER <br />X AT THE TOP OF THE LAYER = 240.00 IN <br />X AT THE BOTTOM OF THE LAYER = 500.00 IN <br />MODULUS OF SUBGI{ADE REACTION = .400D+03 LBS/IN**3 <br /> <br />DISTRIBUTION OF EFFECTIVE UNIT WEIGHT WITH DEPTH <br /> 2 POINTS <br /> X,IN WEIGHT,LBS/IN**3 <br /> 12.00 .58D-01 <br /> 500.00 .58D-01 <br /> <br />DISTRIBUTION OF <br /> <br /> STRENGTH PARAMETERS <br /> 8 POINTS <br />X,IN C,LBS/IN**2 <br />12.00 .150D+02 <br />72.00 .150D+02 <br />72.00 .694D+01 <br />168.00 .694D+01 <br />168.00 .400D+01 <br />240.00 .400D+01 <br />240.00 .250D+02 <br />500.00 .250D+02 <br /> <br />WITH DEPTH <br /> <br />PHI,DEGREES <br /> 000 <br /> 000 <br /> 000 <br /> 000 <br /> 000 <br /> 000 <br /> 000 <br /> 000 <br /> <br /> ES0 <br />.500D-02 <br />.500D-02 <br />.700D-02 <br />.700D-02 <br />.200D-01 <br />.200D-01 <br />.500D-02 <br />.500D-02 <br /> <br />BOUNDARY AND LOADING CONDITIONS <br /> <br />LOADING NUMBER 1 <br /> <br />BOUNDARY-CONDITION CODE <br />LATERAL LOAD AT THE PILE HEAD <br />MOMENT AT THE PILE HEAD <br />AXIAL LOAD AT THE PILE HEAD <br /> <br /> 1 <br />.250D+05 <br />.290D+08 <br />.320D+05 <br /> <br />LBS <br />IN-LBS <br />LBS <br /> <br /> <br />