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The best results have been obtained by applying an empirical method based on the optimization of all the empirical constants through a most efficient mathematical tool.
In order to show the existence of the resulting information premium and to analyse its size we design an empirical method based on techniques relating to enlargement of filtrations and the structure of Hilbert spaces.
Two methods of predicting the thermal distribution through the concrete beam at any time in a fire are compared: a semi empirical method based on experimental data and a finite element method using commercial software.
A proposed empirical method based on the framework of Kozeny Carman equation can predict the hydraulic conductivity of zeolite-amended clayey soil/Ca-bentonite backfills values within the range of 1/3 to 3 times those calculated from the oedometer tests.
An empirical method based on the framework of Kozeny Carman equation is proposed to predict the hydraulic conductivity of the clayey soil/Ca-bentonite backfills, and the predicted hydraulic conductivity values using these methods are found to fall in the range of 1/3 to 3 times those obtained from the oedometer tests.
We investigated the average slip rate at the transition zone on the plate interface beneath the Kii Peninsula, Japan, using an empirical method based on a proportional relation of sizes between short-term slow slip events and nonvolcanic deep low-frequency tremors.
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The empirical methods based on RQD provide a convenient way for estimating the mechanical properties of rock masses but, whenever possible, they should be used together with other empirical methods based on RMR, Q and GSI.
We conclude that empirical methods based on GSD are not suitable for determining in situ conductivity of river bed sediments.
Some of these methods are based on combination theory and others are empirical methods based primarily on solar radiation, temperature and relative humidity.
Then, the empirical methods based on RQD for determining the deformation modulus and unconfined compressive strength of rock masses are briefly reviewed.
It is shown that the empirical methods based on RQD tend to give deformation modulus values close to the lower bound (conservative) and unconfined compressive strength values in the middle of the corresponding values from different empirical methods based on RMR, Q and GSI.
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