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soil-consolidation-project
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soil-consolidation-project
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program mullayconsolidation
implicit none
real typ, b, l, r, p, q, Sigi, Delsig, Sigf ,gac ,gas ,gaw, sigs ! Surcharge parameters
real cc, ht, zo, ei, de, m
Integer n !Consolidation parameters
real he, pi !Calculated parameters
Integer z !
PRINT *, 'Class Number : 22'
PRINT *, ' In this program we attempt to show you the'
PRINT *, ' accuracy of multi-layering system for calculation'
PRINT *, ' of total consolidation in a clay layer witch its'
PRINT *, ' height is respectively high. so be with us and try !'
PRINT *, ' Note : stress Method is 1to2 inclination'!Programs declaration
print *, '------------------------------------------------------------'
print *, ' Please input the saturated unit weight of clay and sand layer :'
read *, gac , gas
print *, ' Please input the unit weight of water :'
read *, gaw
print *, ' Please input the consolidation coefficient, total height'
print *, ' initial erossion and depth of clay head :'
read *, cc, ht, ei, zo
print *, ' So to how many layers do you want to divide the clay layer ?:'
read *, n
he=(ht/(2*n))
sigs=zo*(gas-gaw)
pi=asin(1.0)*2.0
print *, '------------------------------------------------------------'
print *, ' Please select the type of surgarche :'
print *, ' 1) Point load'
print *, ' 2) Liner load'
print *, ' 3) Strip load'
print *, ' 4) Circular load'
print *, ' 5) Rectangular load'
read *, typ
!Part 1 ---------------------------------------------------------------------------------------------------------
IF ( typ>5 .or. typ<0 ) THEN
print *, ' You input the wrong number of type load, Again please :'
read *, typ
END IF
print *, '------------------------------------------------------------'
IF ( typ==1 ) THEN
print *, ' You selected your load type as : Point load'
print *, ' We need the amount of your point load in kN :'
read *, p
print *, '------------------------------------------------------------'
DO z=1,n
sigi=0
sigf=0
delsig=0
m=(2*z)-1
sigi=sigs+he*(m)*(gac-gaw)
delsig=(4*p)/(pi*((zo+he*m)**2))
sigf=sigi+delsig
de=1000*((cc*he*2)/(1+ei))*(log(sigf/sigi))
print *, ' Amount of deflection in layer number :',z
print *, ' will be :(mm) ' ,de
print *, '***--------------------------------------------------***'
de=0
End DO
DO z=1,n
sigi=0
sigf=0
delsig=0
m=(2*z)-1
sigi=sigs+he*(m)*(gac-gaw)
delsig=(4*p)/(pi*((zo+he*m)**2))
sigf=sigi+delsig
de=de+1000*((cc*he*2)/(1+ei))*(log(sigf/sigi))
END DO
print *, '--------------------------------------------------------------'
print *, ' All amount of deflection in clay layer will be :(mm)',de
END IF
!Part 2 ---------------------------------------------------------------------------------------------------------
IF ( typ==2 ) THEN
print *, ' You selected your load type as : Liner load'
print *, ' We need the amount of your Liner load in kN/m :'
read *, q
DO z=1,n
sigi=0
sigf=0
delsig=0
m=(2*z)-1
sigi=sigs+he*(m)*(gac-gaw)
delsig=((q)/(zo+he*m))
sigf=sigi+delsig
de=1000*((cc*he*2)/(1+ei))*(log(sigf/sigi))
print *, ' Amount of deflection in layer number :',z
print *, ' will be :(mm) ' ,de
print *, '***--------------------------------------------------***'
de=0
End DO
DO z=1,n
sigi=0
sigf=0
delsig=0
m=(2*z)-1
sigi=sigs+he*(m)*(gac-gaw)
delsig=((q)/(zo+he*m))
sigf=sigi+delsig
de=de+1000*((cc*he*2)/(1+ei))*(log(sigf/sigi))
END DO
print *, '---------------------------------------------------------'
print *, ' All amount of deflection in layer will be :(mm)',de
END IF
!Part 3 ---------------------------------------------------------------------------------------------------------
IF ( typ==3 ) THEN
print *, ' You selected your load type as : Strip load'
print *, ' We need the amount of your Strip load in kN/m^2 :'
read *, q
print *, ' And also the surcharge width :'
read *, b
DO z=1,n
sigi=0
sigf=0
delsig=0
m=(2*z)-1
sigi=sigs+he*(m)*(gac-gaw)
delsig=((q*b)/(b+(zo+he*m)))
sigf=sigi+delsig
de=1000*((cc*he*2)/(1+ei))*(log(sigf/sigi))
print *, ' Amount of deflection in layer number :',z
print *, ' will be :(mm) ' ,de
print *, '***--------------------------------------------------***'
de=0
End DO
DO z=1,n
sigi=0
sigf=0
delsig=0
m=(2*z)-1
sigi=sigs+he*(m)*(gac-gaw)
delsig=((q*b)/(b+(zo+he*m)))
sigf=sigi+delsig
de=de+1000*((cc*he*2)/(1+ei))*(log(sigf/sigi))
END DO
print *, '---------------------------------------------------------'
print *, ' All amount of deflection in layer will be :(mm)',de
END IF
!Part 4 ---------------------------------------------------------------------------------------------------------
IF ( typ==4 ) THEN
print *, ' You selected your load type as : Circular load'
print *, ' We need the amount of your Circular load in kN/m^2 :'
read *, q
print *, ' And also the surcharge radios :'
read *, r
DO z=1,n
sigi=0
sigf=0
delsig=0
m=(2*z)-1
sigi=sigs+he*(m)*(gac-gaw)
delsig=(q*(r**2))/((r+((zo+he*m)/2))**2)
sigf=sigi+delsig
de=1000*((cc*he*2)/(1+ei))*(log(sigf/sigi))
print *, ' Amount of deflection in layer number :',z
print *, ' will be :(mm) ' ,de
print *, '***--------------------------------------------------***'
de=0
End DO
DO z=1,n
sigi=0
sigf=0
delsig=0
m=(2*z)-1
sigi=sigs+he*(m)*(gac-gaw)
delsig=(q*(r**2))/((r+((zo+he*m)/2))**2)
sigf=sigi+delsig
de=de+1000*((cc*he*2)/(1+ei))*(log(sigf/sigi))
END DO
print *, '---------------------------------------------------------'
print *, ' All amount of deflection in layer will be :(mm)',de
END IF
!Part 4 ---------------------------------------------------------------------------------------------------------
IF ( typ==5 ) THEN
print *, ' You selected your load type as : Rectangular load'
print *, ' We need the amount of your Rectangular load in kN/m^2 :'
read *, q
print *, ' And also the surcharge width and lenght :'
read *, b,l
DO z=1,n
sigi=0
sigf=0
delsig=0
m=(2*z)-1
sigi=sigs+he*(m)*(gac-gaw)
delsig=(q*l*b)/((b+(zo+he*m))*(l+(zo+he*m)))
sigf=sigi+delsig
de=1000*((cc*he*2)/(1+ei))*(log(sigf/sigi))
print *, ' Amount of deflection in layer number :',z
print *, ' will be :(mm) ' ,de
print *, '***--------------------------------------------------***'
de=0
End DO
DO z=1,n
sigi=0
sigf=0
delsig=0
m=(2*z)-1
sigi=sigs+he*(m)*(gac-gaw)
delsig=(q*l*b)/((b+(zo+he*m))*(l+(zo+he*m)))
sigf=sigi+delsig
de=de+1000*((cc*he*2)/(1+ei))*(log(sigf/sigi))
END DO
print *, '---------------------------------------------------------'
print *, ' All amount of deflection in layer will be :(mm)',de
END IF
print *, '********************The End******************************'
print *, ' Dveloped By : M. Reza Nabizadeh Num: 22'
end program mullayconsolidation