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In-Depth Information
La loi de Rowe permet de tracer un comportement repère
des essais trianxiaux drainés en q/Mp( ) et
Rowe Law allows us to draw a reference behavior in q/MP(
ε
1
)
and
ε
v
(
ε
1
) of drained triaxial tests
ε
ε
1
v
ε
1
triaxiaux
( )
[(e
pp
- e
OC
) = 0.25]
ψ
= 15.5
1.5
q/p'M
[(e
pp
- e
OC
) = 0.14]
ψ
= 12.3
[(e
pp
- e
OC
) = 0.11]
ψ
= 10.1
"simple clay" OCR = 12
[(e
pp
- e
OC
) = 0.06]
ψ
= 7
[(e
pp
- e
OC
) = 0.02]
ψ
=2
1.0
[(e
pp
- e
OC
) = -0.02]
ψ
= 1.6
[(e
pp
- e
OC
) = 0]
ψ
= 1.4
[(e
pp
- e
OC
) = -0.03]
ψ
= 0
Argile noire NC
Sable "NC"
0.5
NC black clay
« NC » sand
ε
1
(%)
0.0
0
10
2 0
3 0
4 0
12
-
ε
v
(%)
[(e
pp
- e
OC
) = 0.25]
ψ
= 15.5
9
[(e
pp
- e
OC
) = 0.14]
ψ
= 12.3
"simple clay" OCR = 12
6
[(e
pp
- e
OC
) = 0.11]
ψ
= 10.1
[(e
pp
- e
OC
) = 0.06]
ψ
= 7
3
[(e
pp
- e
OC
) = 0.02]
ψ
= 2
[(e
pp
- e
OC
) = -0.02]
ψ
= 1.6
0
[(e
pp
- e
OC
) = 0]
ψ
= 1.4
[(e
pp
- e
OC
) = -0.03]
ψ
= 0
-3
-6
Sable "NC"
Argile noire NC
«NC»sand
NC black clay
-9
0
10
2 0
3 0
4 0
ε
1
(%)
Fayad-drainf-inter37-5034
Figure 5.11.
Experimental bundle reference for drained triaxial tests,
parametered with dilatancy
5.5.2.
The mathematical model
A mathematical model used to represent the set of experimental standards was
proposed by Favre and Hachi [HAC 01].
In the (ε
v
- ε
1
) plane, the rather complex model represented by equation [5.19]
includes five parameters. Its transcription on the (q - ε
1
) plane comes from Rowe's
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