FORMULARIO Mecanica de Suelos
FORMULAS γ m= W s+W w W m = Vm Vm n= Gw = γ s= Ws Vs Ss = γs Ws = γw V s γ w e= Vv Vm Vw Vv W= Ww Ws n= e 1
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- Javier Sitten
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FORMULAS γ m=
W s+W w W m = Vm Vm n=
Gw =
γ s=
Ws Vs
Ss =
γs Ws = γw V s γ w
e=
Vv Vm
Vw Vv
W=
Ww Ws
n=
e 1+e
e=
n 1−n
SUELOS SATURADOS e=W Ss
γ m=S m γ w =
S m=
S s+ e S s (1+W ) = =n+(1−n) Ss 1+e 1+ S s W
S s+ e γ =[ n+ ( 1−n ) S s ] γ w 1+e w
SUELOS PARCIALMENTE SATURADOS γ m=
1+W γ 1+ e s
S m=
1+W S 1+e s
Gw =
W Ss e
γ sat =
W s+W w S s +e = γ Vm 1+e w
PESO ESPECIFICO SECO Y SATURADO γ d=
Ws Ss = γ V m 1+ e w
γ d=
γm 1+W
SUELOS SUMERGIDOS γ ,s=γ s−γ w
γ ,m=
γ ,m=γ m −γ w
S s −1 S −1 S −1 γ w= s γw = s γ 1+e 1+S s W Ss d
COMPACIDAD RELATIVA Y GRADO DE COMPACTACIÓN
Vv Vs
Cr =
emax −e nat γ dmax γ dn−γ dmin γ dmax = e max−emin γ dn γ dmax−γ dmin γ dn
Gc =
γ dmax (campo ) γ dmax(laboratorio)