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( ) kγgy
d := 0
ey5 := γg⋅d+
γgred⋅dw
⋅
dw := 0
ey5 → −49.277
ey5 := 0
+
cg⋅kcgy
( ) kγgy
d := 1.75 ey6 := γg⋅d+
γgred⋅dw
⋅
dw := 1.75 ey6 → −41.675
ey6 := 0
+
cg⋅kcgy
d := 0.62 ey7 := γg⋅d+
γgred⋅dw
⋅
dw := 0.62 ey7 → −43.763
ey7 := 0
( ) kγy
d := 0
ey8 := γ⋅d
+ γred⋅dw
⋅
dw := 0 ey8 → 1.31750
( ) kγy
d := 1.1 ey9 := ey8 + γ⋅d
+ γred⋅dw
⋅
dw := 1.1 ey9 → 6.40500
( ) kγgy
+
cg⋅kcgy
( ) kγly
d := 0
ey10 := ey9 + γl⋅d
+ γlred⋅d
⋅ + cl⋅kcly
dw := 0 ey10 → −160.19500
ey10 := 0
( ) kγly
dz ( ) := z − 1.62 ey11() z := γl⋅d()
z + γlred⋅d()
z ⋅
ey11( z) → 66.0⋅ z − 273.520
+
cl⋅kcly
( ) kγly
ey12() z := γl⋅d()
z + γlred⋅d()
z ⋅
ey12( z) → 11.10⋅ z − 184.5820
ey12() z := 0
+
cl⋅kcly
( ) kγly
dz ():= z ey13( z) := ( ey11( z) − cl⋅kcly) + γl⋅d()
z + γlred⋅d()
z ⋅ + cl⋅kcly
ey13( z) → 77.10⋅ z − 273.520
ey13() z := 0
( ) kγly
dz ():= z ey13( z) := ( ey11( z) − cl⋅kcly) + γl⋅d()
z + γlred⋅d()
z ⋅ + cl⋅kcly
ey13( z) → 77.10⋅ z − 273.520
ey13() z := 0
Beregning af vandtryk
Spunsvæggen påvirkes af et vandtryk, hvorfor dette beregnes
separat (Figur 119). I tilfælde af, at vandtrykket er større end
jordtrykket, skal det medregnes i stedet.
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