English
Català
Čeština
Deutsch
Español
Français
Gàidhlig
Italiano
Latviešu
Magyar
Nederlands
Polski
Português
Português do Brasil
Suomi
Svenska
Türkçe
Tiếng Việt
Қазақ
বাংলা
हिंदी
Ελληνικά
Yкраї́нська
Log In
Email address
Password
Log in
or
New user? Click here to register.
Have you forgotten your password?
Communities & Collections
All of DSpace
English
Català
Čeština
Deutsch
Español
Français
Gàidhlig
Italiano
Latviešu
Magyar
Nederlands
Polski
Português
Português do Brasil
Suomi
Svenska
Türkçe
Tiếng Việt
Қазақ
বাংলা
हिंदी
Ελληνικά
Yкраї́нська
Log In
Email address
Password
Log in
or
New user? Click here to register.
Have you forgotten your password?
Home
Tesis y disertaciones
Facultad de Ingenierías Fisicomecánicas
Escuela de Ingenieria Civil
Maestría en Geotecnia
Browse by Subject
Maestría en Geotecnia
Permanent URI for this collection
https://noesis.uis.edu.co/handle/20.500.14071/9007
Browse
Recent Submissions
By Issue Date
By Author
By Title
By Subject
browse.comcol.by.advisor
browse.comcol.by.evaluator
By Subject Category
Recent Submissions
By Issue Date
By Author
By Title
By Subject
browse.comcol.by.advisor
browse.comcol.by.evaluator
By Subject Category
Browsing Maestría en Geotecnia by Subject
Browse
Now showing
1 - 20 of 646
Results Per Page
1
5
10
20
40
60
80
100
Sort Options
Ascending
Descending
3D Geomechanics
1
3D Models
1
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
1
Aashto 2002
1
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
1
Aceleración pico máxima
1
Active Anchors
1
additionally
1
Aislamientos
1
Allowable Load Capacity.
1
Alluvial deposits.
1
Amenaza
7
Amortiguación
1
Análisis
2
Análisis dinámico
1
«
1
(current)
2
3
4
5
6
7
8
9
10
...
33
»