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Trabajos de grado: Doctorado y Maestría
Facultad de Ingenierías Fisicomecánicas
Escuela de Ingenieria Civil
Maestría en Geotecnia
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Maestría en Geotecnia
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https://noesis.uis.edu.co/handle/20.500.14071/9007
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3D Geomechanics
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3D Models
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a comparative analysis of deformations using traditional theories and finite element software is done. For the first alternative they have classical theories such as Terzaghi
1
a description of the local and regional geology of the studied zone show the localization
1
a solution can be applied to the generated problem; the alternatives include a retaining wall reinforced with a concrete cantilever wall
1
AASHTO 2002
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Aashto 2002
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AASHTO 2002 pavement.
1
Acceleration records
1
according to the theory of Mohr-Coulomb system and analysis of model shifts the finite element method was used to calculate the efforts and deformations. It was found that all the displacements calculated at different stages meet the criteria of maximum displacement of two centimeters
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Aceleración pico máxima
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Active Anchors
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additionally
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Aislamientos
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Allowable Load Capacity.
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Alluvial deposits.
1
Amenaza
7
Amortiguación
1
Análisis
2
Análisis dinámico
1
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