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Stress analysis of jet grouted shafts
Tarbajová, Mária ; Račanský, Václav (referee) ; Chalmovský, Juraj (advisor)
The subject of the diploma thesis is the stress analysis of the circular and elliptical shaft from material jet grouting. A new advanced constitutive Shotcrete model will be applied on the material jet grouting. In the thesis, the shaft tensile strength factor and the size of the ground pressures will be primarily examined. The practical part of the diploma thesis is completed by the comparison of the analytical and numerical calculation of the normal force of the circular and elliptical shafts.
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Evaluation of the load-bearing capacity of micropiles using various methods
Tarbajová, Mária ; Miča, Lumír (referee) ; Chalmovský, Juraj (advisor)
The work focuses on the description of various domestic and foreign methods that can be applied to calculate the load-bearing capacity of micropiles in cohesive and cohesionless soils. The main goal of this work is to determine the values of the load-bearing capacity of micropiles on two specific cases, while in the first case it is a cohesive and in the second case a cohesionless soils. Subsequently, the comparison and evaluation of the used methods of calculation with the results of load tests.
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Stress analysis of jet grouted shafts
Tarbajová, Mária ; Račanský, Václav (referee) ; Chalmovský, Juraj (advisor)
The subject of the diploma thesis is the stress analysis of the circular and elliptical shaft from material jet grouting. A new advanced constitutive Shotcrete model will be applied on the material jet grouting. In the thesis, the shaft tensile strength factor and the size of the ground pressures will be primarily examined. The practical part of the diploma thesis is completed by the comparison of the analytical and numerical calculation of the normal force of the circular and elliptical shafts.
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Evaluation of the load-bearing capacity of micropiles using various methods
Tarbajová, Mária ; Miča, Lumír (referee) ; Chalmovský, Juraj (advisor)
The work focuses on the description of various domestic and foreign methods that can be applied to calculate the load-bearing capacity of micropiles in cohesive and cohesionless soils. The main goal of this work is to determine the values of the load-bearing capacity of micropiles on two specific cases, while in the first case it is a cohesive and in the second case a cohesionless soils. Subsequently, the comparison and evaluation of the used methods of calculation with the results of load tests.
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