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The linear relationship between the strains and displacements is assumed.
The mean slip inferred from the best fit of GPS displacements is about 0.096 m.
A comparison of the GPS observations with the REF model displacements is presented in Figure 3.
This aspect, in terms of the vertical surface displacements, is discussed in detail.
The influence range of vertical displacements is expanded to the ground surface.
The influence range of vertical displacements is expanded into the surrounding soil.
The relationship between the stresses and displacements is governed by a traction separation law.
The assessment of lateral displacements is important in displacement-based design.
A comparison of the observed and calculated horizontal displacements is shown in Fig. 4(a).
To improve the performances of the approach, a precorrection for large displacements is performed.
The biggest problem in modeling displacements is usually stratigraphy and tectonics of the reservoir formation.
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