w (%) ϒd (cm3)5 1.678 1.730

11 1.7514 1.7517 1.7118 1.65

16.78

1.76 gr/cm317.26

Gs = 2.72w = 18%ϒh =

4 6 8 10 12 14 16 18 201.58

1.60

1.62

1.64

1.66

1.68

1.70

1.72

1.74

1.76

1.78

f(x) = − 0.00232045647758857 x² + 0.0534209875675439 x + 1.45381300502057

ENSAYO COMPATACION

4 6 8 10 12 14 16 18 201.58

1.60

1.62

1.64

1.66

1.68

1.70

1.72

1.74

1.76

1.78

f(x) = − 0.00232045647758857 x² + 0.0534209875675439 x + 1.45381300502057

ENSAYO COMPATACION

Vol. Molde (cm3) Masa suelo molde (kgContenido de Agua (%) Peso especifico ϒh (Kn/m3)943.3 1.76 12 18.30943.3 1.86 14 19.34943.3 1.92 16 19.97943.3 1.95 18 20.28943.3 1.93 20 20.07943.3 1.9 22 19.76

W OPTIMA = 16.72 %

ϒd max = 17.22 kN/m3

10 12 14 16 18 20 22 2415.60

15.80

16.00

16.20

16.40

16.60

16.80

17.00

17.20

17.40

f(x) = − 0.0383832594346002 x² + 1.28384158710323 x + 6.4871959182905

ENSAYO DE COMPACTACION

ENSAYO DE COMPACTACIONPolynomial (ENSAYO DE COMPACTACION)

16.3416.9717.2117.1916.7316.20

Peso especifico seco ϒd =ϒh/(1+w)

10 12 14 16 18 20 22 2415.60

15.80

16.00

16.20

16.40

16.60

16.80

17.00

17.20

17.40

f(x) = − 0.0383832594346002 x² + 1.28384158710323 x + 6.4871959182905

ENSAYO DE COMPACTACION

ENSAYO DE COMPACTACIONPolynomial (ENSAYO DE COMPACTACION)

Gs = w (%) e ϒw (gr/cm3) ϒh2.68 5 0 1 2.812.68 8 0 1 2.892.68 10 0 1 2.952.68 12 0 1 3.002.68 15 0 1 3.08

𝛾ℎ= (1+𝑤)/(1+𝑒)* Gs*𝛾𝑤

Densidad relativa o compacidad relativaDr = Cr =

Compactacion relativa o Grado de CompactaciónR = Gr (%) 94

ϒmax = 16.2ϒmin = 14.9ϒd campo = 15.23Cr = 0.27ϒhumedo 8% = 16.45

(𝑒𝑚𝑎𝑥 −𝑒)/(𝑒𝑚𝑎𝑥 −𝑒𝑚𝑖𝑛)("(" 𝛾𝑑𝑐𝑎𝑚𝑝𝑜" -" 𝛾𝑑𝑚𝑖𝑛𝑙𝑎𝑏")" )/(( "max -" "minlab)𝛾 𝛾 " ) 𝑥 (𝛾𝑑 𝑚𝑎𝑥)/(𝛾𝑑 𝑐𝑎𝑚𝑝𝑜)(𝛾𝑑 𝑐𝑎𝑚𝑝𝑜)/(𝛾𝑑 𝑚𝑎𝑥)