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The results are compared with the analytical models given in various studies concerning cylinder tests.
Form the analytical standpoint, a review of the available models given in the literature is made and verified against the experimental data.
The experimentally obtained modulus of elasticity values were compared with those calculated by using prediction models given in a selection of codes of practice.
Analytical models given in this study can easily help designers to evaluate thermal conductivity of ground and thermal performance of the borehole GHEs.
The tests results are compared with bending moments and deformations analysis according to subsoil models given in Eurocodes using FEM analysis.
Using the time history of an earthquake excitation, the results of the FSI model are compared with those obtained employing simplified mechanical models given in design codes.
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Let us note that the Guisbiers and Nanda's models give in this particular case the same results.
In particular, the numerical results are compared to the simple calculation model given in the EN 1168.
However, the results from the computer simulation model given in this paper are for beams with simply supported end conditions.
The model given in (1) is not identified.
The LSTAR-LST-GARCH-MLP model given in Eqs.
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