Master's Degree in Geotechnical Engineering and Foundations
PRESENTATION
The Master’s degree in Geotechnical Engineering and Foundations at Structuralia aims to strengthen, expand, and consolidate the knowledge and skills of professionals in construction, geology, and civil engineering in the field of geotechnical engineering through a total of 9 modules.
Objectives
Students who successfully complete the Master’s degree in Geotechnical Engineering and Foundations will have the knowledge and skills to perform specialized tasks and advance their professional careers in the field of geotechnical engineering at civil engineering and construction firms, as well as at architectural firms.
- Strengthen and expand students’ knowledge of geotechnical engineering.
- Provide a solid theoretical and practical foundation for geotechnical engineering tasks.
- Provide essential tools for further professional and/or academic development in geotechnical engineering.
- Introduce students to numerical modeling and advanced constitutive models for soils and rocks in geotechnical engineering.
Methodology
At Educa PHAROS, we use a highly practical methodology focused on the direct application of knowledge in the student’s professional environment, combining theoretical content with real-world cases, digital tools, and support from a team of specialized instructors.
Program
- Soil - Concept and Formation
- Soil - Types of Soil and Sedimentary Deposits
- Granular Soils - Gravels and Sands
- Cohesive Soils - Silts and Clays
- Cohesive Soils - Structure, Types, and Properties of Clays
- Basic Properties - Volume and Weight
- Basic Properties - Granular Soils
- Basic Properties - Cohesive Soils
- Unified Soil Classification System (USCS)
- AASHTO Soil Classification System
- The Rock Cycle. Plate Tectonics and Deformations of the Earth’s Crust.
- Igneous Rocks
- Sedimentary Rocks
- Metamorphic Rocks
- Rock, Rock Matrix, and Rock Mass
- Properties of the Rock Matrix
- Properties of the Rock Mass: Discontinuities
- Geomechanical Classifications - RMR (Rock Mass Rating)
- Geomechanical Classifications - The Q Index
- The GSI Index - Geological Strength Index
- Groundwater. Aquifer Types.
- Darcy's Law. Hydraulic Head and Hydraulic Gradient. Permeability.
- Mechanics and Theory of Fluid Flow in Porous Media.
- Flow Nets.
- The Method of Fragments.
- The Effective Stress Principle: Applications in Soil and Rocks.
- Stress Distribution in the Ground.
- Hydraulic heave, uplift, internal erosion, and piping.
- Filters: Concept, Use, and Preliminary Design.
- Effects of Water on the Rock Matrix and the Rock Mass.
- Introduction.
- The Amount of the Consolidated Settlement.
- The Evolution of the Consolidation Settlement.
- The Parabolic Isochrones Theory.
- Preloading and Mixed and Radial Consolidation
- Well Construction.
- Well Design. Analytical Solutions for Individual Wells.
- Design of Well Fields. Analytical Solutions for Well Fields.
- Construction of Wellpoints.
- Design of Wellpoints.
- Preliminary Work
- Design and Planning of Ground Investigation
- Ground Investigation and Preliminary Research
- Drilling Techniques [2] and Sampling Methods
- In-Situ Testing of Soils and Rock Masses
- Identification and State Tests (I)
- Identification and State Tests (II)
- Resistance Tests (I)
- Resistance Tests (II)
- Interpretation of Triaxial Shear Tests
- Deformability Tests
- Interpretation of Oedometer Tests
- Compaction and Reuse Tests
- Rocks Tests (I)
- Rocks Tests (II)
- Introduction to Instrumentation and Monitoring
- Instrumentation Equipment I
- Instrumentation Equipment II
- Instrumentation Equipment III
- Real-world case studies
- The Stress Tensor. Total, Effective, and Pore Stresses. Mohr’s Circle for Stresses.
- Strain Tensor. Mohr’s Circle for strains.
- Continuum mechanics. Definition of the mathematical problem.
- Elasticity Equations and Parameters.
- Main Elastic Solutions in Soil and Rock Mechanics.
- Introduction to Plasticity.
- Yield Criterion. Types of Plastic Behavior.
- Plastic Flow and Plastic Potential.
- Main Theorems and Postulates of the Theory of Plasticity.
- The Mohr-Coulomb Elastoplastic Model.
- Rheological Models.
- The Hardening Soil Model.
- The Hardening Soil Small Model.
- The Cam-Clay Model.
- The Hoek and Brown Constitutive Model.
- The Barton-Choubey Constitutive Model for Joints and Discontinuities.
- Viscosity, Viscoelasticity, and Viscoplasticity.
- Extension of Rheological Models.
- Viscoelastic Constitutive Models.
- Classical earth pressure theory. Coulomb
- Classical Earth Pressure Theory. Rankine, Terzaghi
- Classical earth pressure theory. Lateral earth pressure coefficient
- Classical earth pressure theory. Winkler spring model
- Other calculation methods. Numerical models and equivalent fluid theory
- Theory. Seismic considerations
- Rigid walls. Gravity walls
- Rigid walls. Reinforced concrete walls
- Rigid walls. Rock walls
- Rigid walls. Masonry walls and segmental retaining walls
- Flexible walls. Gabion walls and crib walls
- Flexible walls; mechanically stabilized earth wall
- Flexible walls. Diaphragm walls
- Flexible walls. Pile walls
- Anchors
- Flexible walls, sheet pile walls, king post walls, trenches
- Other design considerations. Construction procedures
- Other design considerations: ground movement and monitoring
- Other design considerations. Problematic sites
- Other design considerations. Design sections and groundwater flow diagram
- Classification of Landslides
- Geotechnical concepts for addressing a slope stability problem
- Slope Stability in Soils
- Slope Stability in Rock Masses
- Rock Slope Stability Based on Geomechanical Indices
- Soil Slope Stability Analysis Using Traditional Methods
- Soil slope stability analysis using charts
- The Slices Method
- Corrective Measures for Soil Slope Stability
- Finite Element Analysis of Soil Slopes
- The stereographic projection
- Kinematic Analysis of Plane Failure
- Kinematic Analysis of Wedge Failure
- Toppling Kinematic Analysis
- Kinematic analyses of a rock mass slope
- Calculation of the failure safety factor for a plane
- Calculation of the safety factor for wedge failure
- Calculation of the overturning safety factor
- Corrective Measures for Rock Slope Stability
- Finite Element Analysis of Rock Slopes
- Introduction and Determinants
- Distribution of Stresses Beneath Rigid Foundations
- Verification of Failure Modes for ULS
- Verification of Bearing Capacity
- Correction factors
- Bearing Capacity in Non-Homogeneous Soils
- Bearing capacity from in-situ testing
- Bearing capacity in specific soils
- Bearing Capacity in Rock (I)
- Bearing Capacity in Rock (II)
- Definitions and Concepts
- Stress Distribution in the Ground
- Settlement in granular soils
- Settlements in Cohesive Soils
- Other methods and other deformations
- Rafts
- Short Rigid Piers
- Machine foundations
- Foundations in Earthquake-Prone Areas and Dynamic Parameters
- Shallow foundations in the maritime and offshore sectors
- Types of Deep Foundations. Terminology. General Rules for Deep Foundation Design
- Bearing capacity of a pile in soils. Basic formulation
- End Bearing Capacity in Granular Soils Using Analytical Solutions
- End Bearing Capacity in Cohesive Soils Using Analytical Solutions
- End-bearing capacity in soils. In-situ tests
- Skin Friction Capacity in Granular Soils Using Analytical Solutions
- Skin Friction Capacity in Cohesive Soils Using Analytical Solutions
- Skin Friction Capacity in Granular and Cohesive Soils Based on In Situ Tests
- Bearing capacity of rock piles
- Bearing capacity of a group of piles
- Safety factor: Effects of a single pile and a group of piles
- Structural strength
- Settlement of Deep Foundations
- Lifting load
- Dynamic Formula for Pile Driving
- Verifying safety against ground failure caused by horizontal pull or pressure
- Negative Friction in Piles
- Load testing of piles
- Choosing the Type of Pile
- Microbatteries
- Introduction to Numerical Modeling.
- The Finite Element Method.
- Numerical Modeling in Geotechnics.
- Introduction to Plaxis 2D. Basic Concepts.
- Plaxis 2D. Organization and Structure. User Interface.
- Definition of Ground Geometry and Structure.
- Geometric Elements, Loads, and Movements Applied to Plaxis 2D.
- Soil behavior and constitutive models
- Structural and Hydraulic Elements in Plaxis 2D
- Definition of the finite element mesh
- Definition of Calculation Phases.
- Plaxis 2D Calculation Types
- Water in Plaxis 2D.
- Calculation Scheme and Control Parameters.
- Result Visualization and Analysis.
- Study of a Shallow Foundation.
- Analysis of a Slope's Stability
- A modeling case: an excavation between retaining walls
- Embankment Construction and Stabilization
- Modeling a tunnel. Tunnel builder/wizard
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