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Enroll in Geotechnics and Foundations to enhance your preparation in the field of architecture and design, and earn a qualification awarded by the Catholic University of Murcia in collaboration with Structuralia.

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Media de opiniones en los Cursos y Master online de Euroinnova

Nuestros alumnos opinan sobre: Master´s Degree in Geotechnical Engineering and Foundations + 60 ECTS Credits

4,6
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100%
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Valoración del claustro

Ylenia Avino

NAPOLI

Opinión sobre Master´s Degree in Geotechnical Engineering and Foundations + 60 ECTS Credits

Ylenia Avino, ¿qué te hizo decidirte por nuestro Master Online?

Temario

Ylenia Avino, ¿qué has aprendido en el Master Online?

Herramientos para la intervencion en educacion special

Ylenia Avino, ¿qué es lo que más te ha gustado de este Master Online?

Todas las herraminetos y conocimientos necesarios para las actividades de apayo

Ylenia Avino, ¿qué has echado en falta del Master Online?

Optimo

Liam G.

STATE OF FLORIDA

Opinión sobre Master´s Degree in Geotechnical Engineering and Foundations + 60 ECTS Credits

Everything is great, I highlight the communication with the center. Excellent.

Thomas L.

DUDLEY

Opinión sobre Master´s Degree in Geotechnical Engineering and Foundations + 60 ECTS Credits

I have liked everything, and the organization of the syllabus as well. It is a gradual learning process that becomes enjoyable thanks to the platform.

Emily R.

STATE OF CONNECTICUT

Opinión sobre Master´s Degree in Geotechnical Engineering and Foundations + 60 ECTS Credits

Everything has seemed good to me, each of the contents is well-organized and explained quite well. Whenever I needed help from my tutor, they assisted me.

Megan H.

STATE OF COLORADO

Opinión sobre Master´s Degree in Geotechnical Engineering and Foundations + 60 ECTS Credits

What encouraged me the most was the price, as it was one of the most affordable ones I had seen. I truly recommend it to anyone who wants to specialize in the sector.

Olivia G.

COVENTRY

Opinión sobre Master´s Degree in Geotechnical Engineering and Foundations + 60 ECTS Credits

I found it to be an online master with a great specialization. It has helped me enhance my preparation in the field of construction.
* Todas las opiniones sobre Master´s Degree in Geotechnical Engineering and Foundations + 60 ECTS Credits, aquí recopiladas, han sido rellenadas de forma voluntaria por nuestros alumnos, a través de un formulario que se adjunta a todos ellos, junto a los materiales, o al finalizar su curso en nuestro campus Online, en el que se les invita a dejarnos sus impresiones acerca de la formación cursada.

Plan de estudios de Master in geotechnical engineering

MASTER IN GEOTECHNICAL ENGINEERING. Take a leap in your professional career and obtain a specialization in the field of geotechnics from home, thanks to the 100% online methodology offered in this training. Give a boost to your professional career with Euroinnova International Online Education.

Resumen salidas profesionales
de Master in geotechnical engineering
The Master’s degree in Geotechnical Engineering and Foundations at Structuralia aims at strengthening, increasing and consolidating the knowledge and skills of construction, geology and civil engineering professionals in the field of Geotechnical Engineering through a total of 9 modules.
Objetivos
de Master in geotechnical engineering
The students who successfully complete the Master’s degree in Geotechnical Engineering and Foundations will have knowledge and skills to perform specialized tasks and develop their professional career in the field of geotechnical engineering in civil engineering and construction companies, as well as in architecture firms.
- Strengthen and increase the student’s knowledge of geotechnical engineering.
- Provide solid theoretical and practical foundations for geotechnical engineering tasks.
- Provide indispensable tools for further professional and/or academic development in geotechnical engineering.
- Initiate students into numerical modeling and advanced constitutive models for soils and rocks in geotechnical engineering
Salidas profesionales
de Master in geotechnical engineering
- Project Consultant Engineer - Project Manager in engineering consulting - Project and Research Engineer in construction companies. - Project and Research Manager in construction companies. - Numerical Modelling Experts
Para qué te prepara
el Master in geotechnical engineering
In addition to the main general concepts, the program focuses special attention on numerical modeling applications by means of a solid theoretical framework and practical exercises.
A quién va dirigido
el Master in geotechnical engineering
- Civil engineering and construction professionals - Civil engineers (Roads, ports and canals) - Geologists - Geological engineers - Mining engineers - Industrial engineers (specialized in construction) - Architects
Metodología
de Master in geotechnical engineering
Metodología Curso Euroinnova
Carácter oficial
de la formación
La presente formación no está incluida dentro del ámbito de la formación oficial reglada (Educación Infantil, Educación Primaria, Educación Secundaria, Formación Profesional Oficial FP, Bachillerato, Grado Universitario, Master Oficial Universitario y Doctorado). Se trata por tanto de una formación complementaria y/o de especialización, dirigida a la adquisición de determinadas competencias, habilidades o aptitudes de índole profesional, pudiendo ser baremable como mérito en bolsas de trabajo y/o concursos oposición, siempre dentro del apartado de Formación Complementaria y/o Formación Continua siendo siempre imprescindible la revisión de los requisitos específicos de baremación de las bolsa de trabajo público en concreto a la que deseemos presentarnos.

Temario de Master in geotechnical engineering

  1. MODULE 1. INTRODUCTION TO GEOTECHNICS. SOIL AND ROCKS
  2. UNIT 1. DESCRIPTION OF SOILS
  3. Soil - Concept and Formation
  4. Soil - Types of soil and sedimentary deposits
  5. Granular Soils - Gravels and Sands
  6. Cohesive Soils - Silts and Clays
  7. Cohesive Soils - Structure, Types and Properties of clays
  8. UNIT 2. PROPERTIES AND CLASSIFICATION OF SOILS
  9. Basic Properties - Volume and Weight
  10. Basic Properties - Granular Soils
  11. Basic Properties - Cohesive Soils
  12. Unified Soil Classification System (USCs)
  13. AASHTO Soil Classification System
  14. UNIT 3. DESCRIPTION OF ROCKS
  15. The Rock Cycle. Plate Tectonics and Deformations of the Earth’s Crust.
  16. Igneous Rocks
  17. Sedimentary Rocks
  18. Metamorphic Rocks
  19. Rock, Rock Matrix and Rock Mass
  20. UNIT 4. PROPERTIES AND CLASSIFICATION OF ROCKS
  21. Properties of the Rock Matrix
  22. Properties of The Rock Mass. Discontinuities
  23. Geomechanical Classifications - RMR (ROCK MASS RATING)
  24. Geomechanical Classifications - The Q Index
  25. The GSI Index - Geological Strength Index
  26. MODULE 2. GROUNDWATER. EFFECTS ON SOILS AND ROCKS.
  27. UNIT 1. FLUID FLOW IN POROUS MEDIA.
  28. Groundwater. Aquifer Types.
  29. Darcy's Law. Hydraulic Head and Hydraulic Gradient. Permeability.
  30. Mechanics and Theory of Fluid Flow in Porous Media.
  31. Flow Nets.
  32. The Method of Fragments.
  33. UNIT 2. EFFECTIVE STRESS AND PORE PRESSURES. WATER EFFECTS ON SOIL AND ROCKS.
  34. The Effective Stress Principle. Application in Soil and Rocks.
  35. Stress Distribution in the Ground.
  36. Hydraulic heave, uplift, internal erosion and piping.
  37. Filters. Concept, Use and Preliminary Design.
  38. Water Effects on the Rock Matrix and the Rock Mass.
  39. UNIT 3. SOIL CONSOLIDATION.
  40. Introduction.
  41. The Magnitude of the Consolidation Settlement.
  42. The Evolution of the Consolidation Settlement.
  43. The Parabolic Isochrones Theory.
  44. Preloading and Mixed and Radial Consolidation
  45. UNIT 4. WELLS AND PUMPING SYSTEMS.
  46. Construction of Wells.
  47. Design of Wells. Analytical Solutions for Individual Wells.
  48. Design of Groups of Wells. Analytical Solutions for groupd of wells.
  49. Construction of Wellpoints.
  50. Design of Wellpoints.
  51. MODULE 3. GROUND CHARACTERIZATION AND INSTRUMENTATION AND MONITORING.
  52. UNIT 1. GEOTECHNICAL AND GROUND INVESTIGATION CAMPAIGNS
  53. Preliminary Works
  54. Design and Planning of Ground Investigation
  55. Ground Investigation and Preliminary Research
  56. Drilling Techniques [2] and Sampling methods
  57. In Situ Testing for Soils and Rock Masses
  58. UNIT 2. LABORATORY TESTS IN GEOTECHNICAL ENGINEERING (I)
  59. Identification and State Tests (I)
  60. Identification and State Tests (II)
  61. Resistance Tests (I)
  62. Resistance Tests (II)
  63. Interpretation of Triaxial Shear Tests
  64. UNIT 3. LABORATORY TESTS IN GEOTECHNICAL ENGINEERING (II)
  65. Deformability Tests
  66. Interpretation of Oedometer Tests
  67. Compaction and Reuse Tests
  68. Rocks Tests (I)
  69. Rocks Tests (II)
  70. UNIT 4. INSTRUMENTATION AND MONITORING (I&M)
  71. Introduction to Instrumentation and Monitoring
  72. Instrumentation Equipment I
  73. Instrumentation Equipment II
  74. Instrumentation Equipment III
  75. Real case studies
  76. MODULE 4. CONTINUUM MECHANICS AND CONSTITUTIVE MODELS. APPLICATION TO SOILS AND ROCKS.
  77. UNIT 1. ELASTICITY AND CONTINUUM MECHANICS.
  78. The Stress Tensor. Total, Effective and Pore Stresses. Mohr’s Circle for Stresses.
  79. Strain Tensor. Mohr’s Circle for strains.
  80. Continuum mechanics. Definition of the mathematical problem..
  81. Elasticity Equations and Parameters.
  82. Main Elastic Solutions in Soil and Rock Mechanics.
  83. UNIT 2. PLASTICITY THEORY.
  84. Introduction to Plasticity.
  85. Yield Criterion. Types of Plastic Behavior.
  86. Plastic Flow and Plastic Potential.
  87. Main Theorems and Postulates of the Theory of Plasticity.
  88. The Mohr-Coulomb Elastoplastic Model.
  89. UNIT 3. CONSTITUTIVE MODELS FOR SOILS.
  90. Rheological Models.
  91. The Hardening Soil Model.
  92. The Hardening Soil Small Model.
  93. The Cam-Clay Model.
  94. UNIT 4. CONSTITUTIVE MODELS FOR ROCKS.
  95. The Hoek and Brown Constitutive Model.
  96. The Barton-Choubey Constitutive Model for Joints and Discontinuities.
  97. Viscosity, Viscoelasticity and Viscoplasticity.
  98. Extension of Rheological Models.
  99. Viscoelastic Constitutive Models.
  100. MODULE 5. EARTH PRESSURES AND RETAINING STRUCTURES.
  101. UNIT 1. THEORY
  102. Classical earth pressures theory. Coulomb
  103. Classical earth pressures theory. Rankine, Terzaghi
  104. Classical earth pressure theory. Lateral earth pressures coefficient
  105. Classical earth pressures theory. Winkler spring model
  106. Other calculation methods. Numerical models and equivalent fluid theory
  107. Theory. Seismic considerations
  108. UNIT 2. RIGID WALLS
  109. Rigid walls. Gravity walls
  110. Rigid walls. Reinforced concrete walls
  111. Rigid walls. Rock walls
  112. Rigid walls. Masonry walls and segmental retaining walls
  113. UNIT 3. FLEXIBLE CANTILEVERED WALLS
  114. Flexible walls. Gabion walls and crib walls
  115. Flexible walls. mechanically stabilized earth wall
  116. Flexible walls. Diaphragm walls
  117. Flexible walls. Pile walls
  118. Anchors
  119. Flexible walls. sheet pile walls, king post walls, trenches
  120. UNIT 4. DESING CONSIDERATIONS
  121. Other design considerations. construction procedures
  122. Other design considerations. ground movement and monitoring
  123. Other design considerations. problematic grounds
  124. Other design considerations. Design sections and groundwater flow diagram
  125. MODULE 6. SLOPE STABILITY ANALYSES
  126. UNIT 1. SLOPE STABILITY ANALYSIS
  127. Landslides classification
  128. Geotechnical concepts to address a slope stability problem
  129. Slope stability in soils
  130. Slope stability in rock masses
  131. Rock slope stability based on geomechanical indices
  132. UNIT 2. SOIL SLOPE STABILITY
  133. Soil slope stability analysis by classic methods
  134. Soil slope stability analysis using charts
  135. The method of slices
  136. Corrective measures for soil slope stability
  137. Finite element analysis of soil slopes
  138. UNIT 3. ROCK SLOPE KINMATIC ANALYSES
  139. The stereographic projection
  140. Planar failure kinematic analysis
  141. Wedge failure kinematic analysis
  142. Toppling kinematic analysis
  143. Slope kinematic analyses in a rock mass
  144. UNIT 4. SOIL SLOPE STABILITY
  145. Planar failure safety factor calculation
  146. Wedge failure safety factor calculation
  147. Toppling safety factor calculation
  148. Corrective measures for rock slope stability
  149. Finite element analysis of rock slopes
  150. MODULE 7. SHALLOW FOUNDATIONS
  151. UNIT 1. DETERMINANTS AND STUDY FAILURE MODES
  152. Introduction and determinants
  153. Distribution of stresses below rigid foundations
  154. Verification of failure modes for ULS
  155. Verification of bearing capacity
  156. Correction factors
  157. UNIT 2. ADDITIONAL NOTES ABOUT CARRYING CAPACITY
  158. Bearing capacity in non-homogenous soils
  159. Bearing capacity from in situ test
  160. Bearing capacity in particular soils
  161. Bearing capacity in rock (I)
  162. Bearing capacity in rock (II)
  163. UNIT 3. LIMIT STATES OF SERVICE
  164. Definitions and concepts
  165. Stress distribution in the ground
  166. Settlements in granular soils
  167. Settlements in cohesive soils
  168. Other methods and other deformations
  169. UNIT 4. RAFTS, WELLS, DYNAMIC ASPECTS AND OFFSHORE SCOPE
  170. Rafts
  171. Short rigid piers
  172. Machine foundations
  173. Foundation in earthquake-prone area and dynamic parameters
  174. Shallow foundations in maritime and offshore sectors
  175. MODULE 8. DEEP FOUNDATIONS
  176. UNIT 1. BASIC CONCEPTS AND COLUMN PILES IN SOILS
  177. Types of deep foundations. Terms. General rules of a deep foundation design
  178. Bearing capacity of a pile in soils. Basic formulation
  179. End bearing capacity in granular soils through analytical solutions
  180. End bearing capacity in cohesive soils through analytical solutions
  181. End bearing capacity in soils. In situ tests
  182. UNIT 2. FLOATING PILES IN SOILS, PILES IN ROCK AND PILE GROUPS
  183. Skin friction capacity in granular soils through analytical solutions
  184. Skin friction capacity in cohesive soils through analytical solutions
  185. Skin friction capacity in granular and cohesive soils through in situ test
  186. Bearing capacity of a pile rocks
  187. Bearing capacity of a group of pile
  188. UNIT 3. WORKLOADS AND PILES SETTLEMENT
  189. Safety coefficient. single pile and group of piles effect
  190. Structural strength
  191. Settlements in deep foundations
  192. Uplift load
  193. Dynamic formule for pile driving
  194. UNIT 4. PILE SELECTION AND UNUSUAL SITUATIONS
  195. Verifying safety against ground failure owing to horizontal pull or pressure
  196. Negative Friction in Piles
  197. Load test in piles
  198. Choosing the type of pile
  199. Micro-piles
  200. MODULE 9. NUMERICAL MODELLING IN GEOTECHNICS. APPLICATIONS WITH PLAXIS 2D.
  201. UNIT 1. NUMERIC MODELLING AND ITS APPLICATION IN GEOTECHNICS. INTRODUCTION TO PLAXIS 2D.
  202. Introduction to Numerical Modeling.
  203. The Finite Element Method.
  204. Numerical Modelling in Geotechnics.
  205. Introduction to Plaxis 2D. Basic Concepts.
  206. Plaxis 2D. Organization and Structure. User Interface.
  207. UNIT 2. BUILDING THE GEOMETRY AND THE FINITE ELEMENT MESH
  208. Definition of Ground Geometry and Structure.
  209. Geometrical Elements, Loads and Movements Imposed on Plaxis 2D.
  210. Soil behavior and constitutive models
  211. Structural and hydraulic elements in Plaxis 2D
  212. Definition of the mesh of finite elements
  213. UNIT 3. CALCULATION, WATER AND RESULT ANALYSIS.
  214. Definition of Calculation Phases.
  215. Plaxis 2D calculation types
  216. Water in Plaxis 2D.
  217. Calculation Scheme and Control Parameters.
  218. Result visualization and Analysis.
  219. UNIT 4. APPLICATIONS WITH PLAXIS 2D - PRACTICAL CASES.
  220. Study of a superficial Foundation.
  221. Analysis of a slope´s stability
  222. A modelling case. an excavation between retainign walls
  223. Embankment construction and consolidation
  224. Modelling of a tunnel. Builder/wizard tunnel
  225. MODULE 10. MFP. MASTER´S DEGREE IN GEOTECHNICAL ENGINEERING AND FOUNDATIONS

Titulación de Master in geotechnical engineering

Master Of Professional Development in Geotechnical Engineering and Foundations with 60 ECTS Credits awarded by the Catholic University of Murcia in collaboration with Structuralia

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Claustro docente de Master in geotechnical engineering

Rogelio Delgado Mingorance
Tutor
Ingeniero de Organización Industrial, Ingeniero Técnico en Electricidad Instalaciones Solares Térmicas Prevención de Riesgos Laborales Master en Gestión y Dirección de Proyectos: Project Management
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Daniel Gonzalez Enriquez
Tutor
Grado en Ingeniería de la Energía Máster en Profesorado y Máster en Matemáticas. Máster en Formación del Profesorado de Educación Secundaria Obligatoria, Bachillerato, Formación Profesional y Enseñanza de Idiomas
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María Nieves Peña Bo
Tutor
Ingeniero Técnico Industrial con especialidad en Química Industrial por la Universidad Politécnica de Madrid. Está en continua formación en materias como Calidad, Medio Ambiente, Softskills…
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1
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Más de 20 años de experiencia en la formación online.

Más de 300.000 alumnos ya se han formado en nuestras aulas virtuales.

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Información complementaria

Master Geotechnical Engineering

Do you want to boost your career as a true professional? Do you wish to acquire knowledge about geotechnics? Are you aware of the importance of a solid foundation? Seize the opportunity offered by Euroinnova with the Master Geotechnical Engineering and propel your career with the leading training company. Thanks to Euroinnova's e-learning methodology, you can train in the easiest and most comfortable way.

This Master Geotechnical Engineering offers you the opportunity to specialize in the field of knowledge and skills, taking a professional leap with Euroinnova International Online Education. You can pursue this master from anywhere and at any time, thanks to the 100% online methodology.

With this Master Geotechnical Engineering, you can develop the necessary knowledge and skills to carry out geotechnical functions for new constructions. Learn about this professional activity and acquire the knowledge, skills, techniques, and competencies required to tackle activities in this field of expertise.

Learn the professional activity of geotechnics with this master

Now you can obtain a specialization in geotechnics and foundations through this master. These studies are part of the branch that analyzes and studies the impact of construction on terrains. All fields of study that directly affect the terrain are related to Geotechnics, making its importance significant.

With this master, you will develop the knowledge that allows you to implement the most suitable construction techniques for each project and terrain. Many disciplines also influence this activity. Each soil has different characteristics, depending on moisture, hardness, and material composition. Its study is essential for building constructions.

Different geotechnical problems arise when carrying out construction activities. With the appropriate knowledge, you can identify and address them in your projects. The following are some of the most common problems introduced in an introductory manner. If you want to specialize in this field, you can do so with the Master Geotechnical Engineering:

  1. Loads: To apply loads on a terrain, leveling is necessary. This involves studying the terrain and creating certain elements such as retaining walls. Proper preparation of the terrain leads to the creation of load structures that are essential in construction.

  2. Foundations: Any type of construction requires foundations for support on the terrain. The goal is to achieve support and distribute the load evenly along the terrain. The load distribution results in reduced deformities and better resistance over the years, facing climatic and natural conditions.

  3. Structure: The structure contains the building, and when the terrain is used as part of the structure, a more specific study is required. The aim is to compact the soil, generating a foundation for subsequent construction. If the stability of the terrain is incorrect, it can lead to structural cracks. Moisture and water filtration problems are often encountered.

  4. Material: Lastly, terrain can also have problems when used as construction material. To use it correctly, you must know its composition, compaction methods, and properties.

What are you waiting for to request information? Access our virtual campus and explore our wide catalog of courses and/or master's programs. Get in touch with us, and our specialized advisors in the subject you're interested in will assist you.

Why pursue an online master with Euroinnova International Online Education?

With this training, you will understand the soil and terrain perfectly, capable of identifying problematic issues in any of the mentioned fields and effectively addressing them. For example, conducting inspections after construction to detect cracks caused by soil movement due to moisture. If this occurs, the consequences can be highly detrimental.

Enroll in specialized training in Geotechnics and Foundations right now, and demonstrate your knowledge in the field of geotechnics with the Master Geotechnical Engineering from Euroinnova International Online Education. Achieve a University Degree with 60 ECTS credits issued by awarded by the Catholic University of Murcia in collaboration with Structuralia.

Take advantage of the opportunity offered by Euroinnova International Online Education to expand your education. With this Master Geotechnical Engineering: Master´s Degree in Geotechnical Engineering and Foundations + 60 ECTS Credits, you can easily balance your work and personal life. Additionally, obtain your qualification awarded by the Catholic University of Murcia in collaboration with Structuralia.

Inquire without obligation to develop these skills adequately.

We are waiting for you at Euroinnova!

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