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Pregunta 1 Dado el perfil de suelos de la figura P2-18, c alcule y represente los diagramas de esf uerz os total y efectivo hasta la profundidad de interface arcilla roca. Estrato Brown Silty Sand ω 20.58% := γw 9.81 kN m 3 := Gs 2.65 := e 0.58 := γ 1 ω + ( ) Gs γw 1 e + 19.84 kN m 3 = := γ sat_B Gs e + ( ) γw 1 e + 20.055 kN m 3 = := σ A γ 9 m 1 78 .5 56 kN m 2 = := u A 0 := Estrato Blue Clay σ ' A σ A u A − 178.556 kN m 2 = := Gs 2.7 := n 0.35 := σ B γ sat_B 9 m γ 6 m + 299.529 kN m 2 = := u B γw 6 m := e n 1 n − 0.538 = := σ ' B σ B u B − 240.669 kN m 2 = := γ sat_C Gs e + ( ) γw 1 e + 20.65 kN m 3 = := σ C γ sat_C 8 m γ sat_B 6 m + γ 9 m + 464.085 kN m 2 = := u C γw 14 m := σ ' C σ C u C − 326.745 kN m 2 = :=

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Pregunta 1

Dado el perfil de suelos de la figura P2-18, calcule y represente los diagramas de esfuerzostotal y efectivo hasta la profundidad de interface arcilla roca.

Estrato Brown Silty Sand

20.58%:= w 9.81 kNm

3:=

Gs 2.65:=

e 0.58:=

1 +( ) Gs w1 e+

19.84 kN

m3

=:=

sat_BGs e+( ) w

1 e+20.055 kN

m3

=:= A 9 m 178.556 kNm

2=:= uA 0:=

Estrato Blue Clay 'A A uA 178.556 kNm

2=:=

Gs 2.7:=

n 0.35:= B sat_B 9 m 6 m+ 299.529 kNm

2=:= uB w 6 m:=

en

1 n0.538=:= 'B B uB 240.669 kN

m2

=:=sat_C

Gs e+( ) w1 e+

20.65 kN

m3

=:=C sat_C 8 m sat_B 6 m+ 9 m+ 464.085 kN

m2

=:= uC w 14 m:=

'C C uC 326.745 kNm

2=:=
ESFUERZOS TOTALES

ESFUERZOS EFECTIVOS

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