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Hydro-Mechanical Properties of an Unsaturated Frictional Material

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72<br />

CHAPTER 3. INTRODUCTION TO PROCESS MODELING - A STATISTICAL<br />

APPROACH<br />

- To satisfy the assumption, that the vari<strong>an</strong>ces <strong>of</strong> the residuals are homogeneous.<br />

- To linearize the experimental results as much as possible.<br />

First it is tried to tr<strong>an</strong>sform the response variable, that is the volumetric-water content θ<br />

to get homogeneous vari<strong>an</strong>ces. Often the square root ( √ θ, √ ψ), the power <strong>of</strong> 2 (ψ 2 , θ 2 ),<br />

or logarithm (ln(θ), ln(ψ)) <strong>an</strong>d even double logarithm (ln ln(θ), ln ln(ψ)) work well for such<br />

kind <strong>of</strong> purpose. After examining these plots the data giving the best linear form is chosen<br />

for model building. Based on the appropriate tr<strong>an</strong>sformation found finally the corresponding<br />

non-linear model is proposed.<br />

3.2.4 Model Fit<br />

In the present study the Levenberg-Marquardt algorithm, which is <strong>an</strong> improvement <strong>of</strong> the<br />

Gauss-Newton method was used for solving non-linear least-squares regression problems. The<br />

Levenberg-Marquardt algorithm provides a numerical solution to the problem by minimizing<br />

a generally non-linear function over a r<strong>an</strong>ge <strong>of</strong> parameters <strong>of</strong> the function. The parameters<br />

β <strong>of</strong> a model curve are optimized so that the sum <strong>of</strong> the squares <strong>of</strong> the deviations becomes<br />

minimum value:<br />

g(β) = � (θi − f(β, ψi)) 2<br />

(3.3)<br />

where: ψi <strong>an</strong>d θi are sets <strong>of</strong> measured suction <strong>an</strong>d volumetric water content <strong>an</strong>d β represents<br />

the parameters <strong>of</strong> the model f(x, β) + ε.<br />

3.2.5 Model Assumption <strong>an</strong>d Model Calibration<br />

Model validation is possibly the most import<strong>an</strong>t step in model building sequence. The val-<br />

idation <strong>of</strong> the fit from a selected model does not only include the quoting <strong>of</strong> the coefficient<br />

<strong>of</strong> regression determination R 2 . A high value <strong>of</strong> R 2 does not guar<strong>an</strong>tee that the model suffi-<br />

ciently fits the experimental data. Also the residual <strong>an</strong>alysis is available, that is the primary<br />

tool for model validation. Whereas the coefficient <strong>of</strong> regression determination R 2 for model<br />

validation is focused on a particular aspect <strong>of</strong> the relation between the model fit <strong>an</strong>d the<br />

experimental data <strong>an</strong>d the information is compressed in a single value, the residual <strong>an</strong>alysis<br />

illustrates a broad r<strong>an</strong>ge <strong>of</strong> complex aspects between the model fit <strong>an</strong>d the experimental data.<br />

The residual is the difference between the responses observed or measured (experimental re-<br />

sults <strong>of</strong> volumetric water content) <strong>an</strong>d the corresponding responses computed using the model<br />

(calculated results <strong>of</strong> volumetric water content):<br />

ei = θi − f( −→ ψ i, −→ β ) (3.4)<br />

where: ei is the residual, θi represents the i − th response in the experimental data set <strong>an</strong>d<br />

ψi the corresponding variable in the i − th observation in the data set. If the plots <strong>of</strong> the<br />

residuals are conform to the assumptions described below the model fitting succeeded:

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