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National Repository of Grey Literature 2 records found  Search took 0.01 seconds. 
EVALUATION OF THE POSSIBILITY OF THE ORIGIN OF THE EXTERNAL SUFFOSION / HEAVE AND SOLUTION USING THE LIMIT STATE METOD
 Hala, Mario ; Brouček,, Miroslav (referee) ; Bednárová,, Emilia (referee) ; Říha, Jaromír (advisor)
In the case of soil structures and/or subsoil of the water structures, filtration deformation can occur due to the effects of water seepage. One of the possible phenomena that can occur in water structures due to filtration deformation is external suffusion / heave, which ocure on the air side of the structure in the case of ascending external seepage, where soil particles are gradually subject to ascending seepage forces. The possibility of heave can be assessed using the method of partial factors, for which individual partial factors are needed, which are not specified in more detail in the literature. The aim of this work is to determine the partial reliability factor for failure due to heave based on the evaluation of laboratory experiments on uniform grain materials with non-uniformity number CU
Detailed record
EVALUATION OF THE POSSIBILITY OF THE ORIGIN OF THE EXTERNAL SUFFOSION / HEAVE AND SOLUTION USING THE LIMIT STATE METOD
 Hala, Mario ; Brouček,, Miroslav (referee) ; Bednárová,, Emilia (referee) ; Říha, Jaromír (advisor)
In the case of soil structures and/or subsoil of the water structures, filtration deformation can occur due to the effects of water seepage. One of the possible phenomena that can occur in water structures due to filtration deformation is external suffusion / heave, which ocure on the air side of the structure in the case of ascending external seepage, where soil particles are gradually subject to ascending seepage forces. The possibility of heave can be assessed using the method of partial factors, for which individual partial factors are needed, which are not specified in more detail in the literature. The aim of this work is to determine the partial reliability factor for failure due to heave based on the evaluation of laboratory experiments on uniform grain materials with non-uniformity number CU
Detailed record

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