# Consolidation Settlement at the Center of a Strip Load

Note

To view this project in FLAC3D, use the menu command . Choose “Fluid/ ConsolidationSettlement” and select “ConsolidationSettlement.prj” to load. The project’s main data files are shown at the end of this example.

The prediction of the time settlement of foundations on soft saturated soil is a problem of wide practical
interest in soil mechanics. The fluid can in general be considered as incompressible compared to the soil
matrix for the simulations, and thus this type of problem is ideal for testing the *saturated fast-flow*
scheme in FLAC3D, described in Fully Saturated Fast Flow. This verification problem involves the
consolidation settlement produced by a uniform strip loading on a semi-infinite elastic medium,
which is free to drain at the surface.

The two-dimensional poro-elastic problem of a semi-infinite stratum loaded on the plane \(z\) = 10 by a uniform normal pressure, \(P\), along the strip \(-a \le x \le a\) has been analyzed by McNamee and Gibson (1960). The fluid is assumed to be incompressible in their solution. The case in which the pore pressure vanishes at \(z\) = 10 (i.e., a completely permeable surface) is considered. The consolidation surface settlement for the special case of zero Poisson’s ratio is given by the closed form solution

where

\(\hat{u}\) and \(\hat{u}_{und}\) are the nondimensional total vertical displacement and undrained vertical displacement, respectively, at \(z\) = 0. \(\hat{x}\) is the nondimensional horizontal distance, and \(\hat{G}\) is the nondimensional shear modulus. These quantities are defined:

where \(u_z\) is the vertical displacement, and \(G\) is the shear modulus.

*erf* is the error function and \(E_1\) is the exponential integral. \(\tau\) is a dimensionless
time parameter, given as

where \(c_v\) is the scaled diffusivity, and \(t\) is time. For zero Poisson’s ratio, \(c_v\) is defined as

where \(k\) is the mobility coefficient.

For the numerical simulation with FLAC3D, \(a\) = 1, \(\hat{G}\) = 0.5, \(P\) = 1, and \(c_v\) = 1. The problem conditions are simulated under plane-strain conditions, and advantage is taken of the problem geometry half-symmetry.

The FLAC3D model grid used for this analysis is shown in Figure 1.
The grid has dimensions of 10 by 1 by 10, and a total of 1287 zones. The origin of the reference axes is
located at the strip centerline, the \(z\)-axis is pointing up, the \(x\)-axis is oriented to the
right, and the \(y\)-axis is pointing into the plane of analysis. The isotropic elastic material model
is used with the shear modulus equal to 0.5 and Poisson’s ratio equal to 0. Roller boundaries are
specified along the symmetry and bottom boundaries. The right boundary is fixed in all three directions.
Displacements are fixed in the \(y\)-direction to simulate plane-strain conditions. The simulation is
run using the fluid configuration (`model configure fluid`

) with an initial saturation of 1
throughout the model. Pore pressure is fixed at zero at the surface of the model (\(z\) = 10) to model
free draining conditions.

A uniform mechanical pressure of \(P\) = 1 is applied along the strip location to simulate the strip
loading. The fastflow option (`zone fluid fastflow`

on) is selected. The undrained response
is calculated first (with `model fluid active`

off and the model stepped to equilibrium).
Displacements are then reset to zero, and a coupled fluid-mechanical simulation is performed (using
`model fluid active`

on and `model mechanical active`

on) for a period of 8
time units.

The predicted time history of the surface settlement at the center of the strip is compared to the analytical value in Figure 2. The difference between results over the course of the simulation is less than 1%.

The surface consolidation settlement calculated by FLAC3D at the end of the simulation (\(\tau\) = 8) is compared to the analytical solution in Figure 3. The results are in good agreement. The discrepancy observed away from the strip location is attributed to boundary effects. This discrepancy can be reduced by increasing the model lateral and vertical extents.

The predicted excess pore pressure at \(\hat{x}\) = 0, \(\hat{y}\) = 0, \(\hat{z}\) = 9.5, scaled by the undrained pore pressure value, is plotted versus log(\(\tau\)) in Figure 4. The FLAC3D results are compared to the reference solution obtained by Schiffman et al. (1969) and reported by Burghinoli et al. (2001).

An interesting observation is that pore pressure rises initially above the initial undrained value before decaying to zero. This behavior is typical of the Mandel-Cryer effect (Cryer 1963). The peak pressure is slightly different by the FLAC3D solution, but a fair agreement is obtained at later times.

Displacement contours at \(\tau\) = 8 are shown in Figure 5.

References

Burghinoli, A., S. Miliziano and F. M. Soccodato. “Effectiveness of the fast-flow algorithm: 2D consolidation benchmark and tunneling application,” FLAC and Numerical Modeling in Geomechanics — 2001 (Proceedings of the 2nd International FLAC Symposium, Lyon, France, October 29 - 31, 2001), pp. 345 - 352. D. Billaux et al., eds. Swets & Zeitlinger (2001).

Cryer, C. W. “A Comparison of the Three-Dimensional Consolidation Theories of Biot and Terzaghi,” *Quart. J. Mech. and Appl. Math.*, XVI, 4, 401-412 (1963).

McNamee, J., and R. E. Gibson. “Plane strain and axially symmetric problems of the consolidation of a semi-infinite clay stratum,” *Quart. J. Mech. and Appl. Math.* XIII, Pt. 2, (1960).

Schiffman, R. L., A. Chen and J. C. Jordan. “An Analysis of Consolidation Theories,” *J. Soil Mech. and Found. Div.*, ASCE, 95(SM1), 285-312 (1969).

Data File

**ConsolidationSettlement.dat**

```
model new
fish automatic-create off
model title "Strip load on semi-infinite elastic medium"
model configure fluid
model large-strain off
zone ratio convergence
; Model geometry
program call 'geometry' ; Created using the 2D extruder interactively
zone generate from-extruder
zone face skin
zone gridpoint group 'output' range position (0,0,10) (4,0,10)
; --- mechanical model ---
zone cmodel assign elastic
zone property bulk=[1.0/3.0] shear=0.5
; --- boundary conditions ---
zone face apply velocity-x 0 range group 'West'
zone face apply velocity-z 0 range group 'Bottom'
zone face apply velocity-y 0 range group 'North' or 'South'
zone face apply velocity (0,0,0) range group 'East'
; --- apply load slowly ---
zone face apply stress-normal -1 servo ramp lower-bound 4e-2 ...
range position-x 0 1 group 'Top'
; --- fluid flow model ---
zone fluid cmodel assign isotropic
zone fluid property permeability=1.0 porosity 0.3
; --- pore pressure fixed at zero at the surface ---
zone face apply pore-pressure 0 range group 'Top'
; --- settings ---
zone fluid fastflow on
model fluid active off
model step 0
; --- undrained response ---
model solve ratio 1e-6
model save 'undrained'
; --- consolidation settlement ---
zone gridpoint initialize displacement (0,0,0)
model fluid active on
model mechanical active on
model mechanical substep 100
model mechanical slave on
model fluid substep 10
;
zone history name 'zdisp' displacement-z position (0,0,10)
zone history name 'pp' pore-pressure position (0,0,9.5)
model history name 'ftime' fluid time-total
;
model fluid timestep fix 1e-4
history interval 50
model solve fluid time-total 0.1 mechanical ratio 4e-4 ; t = 0.1
model fluid timestep auto
history interval 20
model solve fluid time-total 8.0 mechanical ratio 4e-4 ; t = 8.0
model save 'strip8'
program return
```

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