5. C modeling#

5.1. Characteristics of C modeling#

The characteristics are identical to the reference solution. The modeling used is of the 3D_HM type. The mesh is shown on the, it consists of 64 HEXA20. In this modeling, \(\mathit{LX}=\mathrm{4m}\) and \({L}_{d}=2m\), the discontinuity is thus in accordance with the mesh.

_images/10000201000001E70000033B3445435954C12255.png

Figure 5.1-13D mesh modeling C

5.2. Tested sizes and results#

In the left column, the pressure of pore PRE1 is tested at time \(t=\mathrm{0,0001}s\) at various heights in the column. The results obtained are similar to those obtained for classical 3D_HM modeling but slightly less accurate than those obtained with conventional 3D_ HMD modeling at the top of the column.

Value tested

Height (m)

Height (m)

Instant (s)

Type

Reference

Displacement PRE1

0.0

0.0001

ANALYTIQUE

1.0

Displacement PRE1

0.625

0.0001

ANALYTIQUE

1.0

Displacement PRE1

1.25

0.0001

ANALYTIQUE

1.0

Displacement PRE1

1,875

0.0001

ANALYTIQUE

1,0

Displacement PRE1

2.5

0.0001

ANALYTIQUE

1.0

Displacement PRE1

3,125

0.0001

ANALYTIQUE

1,0

Displacement PRE1

3.75

0.0001

ANALYTIQUE

1.0

Displacement PRE1

4.375

0.0001

ANALYTIQUE

1.0

Displacement PRE1

5.0

0.0001

ANALYTIQUE

1.0

Displacement PRE1

5,625

0.0001

ANALYTIQUE

1,0

Displacement PRE1

6.25

0.0001

ANALYTIQUE

1.0

Displacement PRE1

6,875

0.0001

ANALYTIQUE

1,0

Displacement PRE1

7.5

0.0001

ANALYTIQUE

1.0

Displacement PRE1

8,125

0.0001

ANALYTIQUE

1,0

Displacement PRE1

8.75

0.0001

ANALYTIQUE

1.0

Displacement PRE1

9.375

0.0001

ANALYTIQUE

1.0

Displacement PRE1

10.0

0.0001

ANALYTIQUE

0.0

The results obtained for the pore pressure at the final instant \(t=\mathrm{0.0001s}\) are shown on the. A clear discontinuity in the pore pressure is clearly observed on both sides of the crack. The HEXA20centraux are subdivided into under TETRA HM_XFEM.

_images/10000201000005BD00000355D0C2072C333C8A9E.png

Figure 5.2-1Pore pressure at time t=0.001s

In the right column, the pressure of pore PRE1 is tested at time \(t=\mathrm{0,0001}s\) at various heights in the column. The results obtained are similar to those obtained for classical 3D_HM modeling but slightly less accurate than those obtained with conventional 3D_ HMD modeling at the top of the column.

Value tested

Height (m)

Height (m)

Instant (s)

Type

Reference

Displacement PRE1

0.0

0.0001

ANALYTIQUE

1.54

Displacement PRE1

0.625

0.0001

ANALYTIQUE

1.54

Displacement PRE1

1.25

0.0001

ANALYTIQUE

1.54

Displacement PRE1

1,875

0.0001

ANALYTIQUE

1,54

Displacement PRE1

2.5

0.0001

ANALYTIQUE

1.54

Displacement PRE1

3,125

0.0001

ANALYTIQUE

1,54

Displacement PRE1

3.75

0.0001

ANALYTIQUE

1.54

Displacement PRE1

4.375

0.0001

ANALYTIQUE

1.54

Displacement PRE1

5.0

0.0001

ANALYTIQUE

1.54

Displacement PRE1

5,625

0.0001

ANALYTIQUE

1,54

Displacement PRE1

6.25

0.0001

ANALYTIQUE

1.54

Displacement PRE1

6,875

0.0001

ANALYTIQUE

1.54

Displacement PRE1

7.5

0.0001

ANALYTIQUE

1.54

Displacement PRE1

8,125

0.0001

ANALYTIQUE

1.54

Displacement PRE1

8.75

0.0001

ANALYTIQUE

1.54

Displacement PRE1

9.375

0.0001

ANALYTIQUE

1.54

Displacement PRE1

10.0

0.0001

ANALYTIQUE

0.0