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Reservoir landslide evolution is a complex multi-fields dynamic process which involves the interaction of the seepage field, stress field, displacement field and temperature field.
Most back-analyses in geotechnical engineering are based on methods that utilize field displacement monitoring data.
Compared with the field displacement data, the trend of the predicted displacements agrees well with the measurements.
This paper applies the technique to achieve the field displacement induced between two images at two wavelengths by chromatic aberration.
The 3D full field displacement and strain distribution of the composite pressure vessel were evaluated under internal pressure loading.
In this paper, the variable-modulus elastoplastic strength reduction method (SRM) is used to obtain the stress field, displacement field, and factor of safety of slope.
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The results allow for measurements of full field displacements and strains in the samples.
Digital image correlation (DIC) was used to monitor the full field displacements and strains of the concrete beam specimens.
Field displacements and corrections were recorded for all imaged fractions.
The free-field displacement is introduced at the boundaries of the zone of influence.
To obtain whole-field displacement measurements, the white-light image-correlation technique has been used.
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