Course detail
Soil Mechanics
FAST-BFA002Acad. year: 2025/2026
Soil difference from other building materials - particle nature, multiphase system. Soil formation, clay minerals, residual soils.
Soil properties from the perspective of the individual phases. State characteristics of soils.
Stress and strain in 2D (Mohr circle, Effective stress, drained ver. undrained conditions).
Water in the soil (permeability, seepage in the soil).
Compressibility of soil. Consolidation.
Shear strength of soils. Stress path.
Stress in the soil (Geostatic stress vertical and lateral. Stresses in soil due to surface loads).
Practical applications.
Settlement of foundation soil (total, consolidation).
Bearing capacity of foundation soil.
Slope Stability (principles of slope stability analysis, the effect of water on slope stability).
Earth pressures (active, at rest and passive).
Language of instruction
Number of ECTS credits
Mode of study
Guarantor
Department
Entry knowledge
Rules for evaluation and completion of the course
Aims
Student will master the course objective and will have basic knowledge about soil properties and soil behaviour for safe and economical design of foundations, design of earth body and for vertical structures design.
Study aids
Prerequisites and corequisites
Basic literature
Mencl, V.: Mechanika zemin a skalních hornin, Academia, 1966, 978-800-7234-739-1 (CS)
Miča, L.: Elektronické učební texty z Mechaniky zemin, 2021 (CS)
Recommended reading
Classification of course in study plans
- Programme BPC-MI Bachelor's 2 year of study, winter semester, compulsory
Type of course unit
Lecture
Teacher / Lecturer
Syllabus
- 1. Introduction to soil mechanics (basic characteristics of soils; origin, formation, mineralogy, grain size composition).
- 2. Index and state properties of soils. Classification of soils for engineering purposes.
- 3. Basic of geomechanics – (Stress and strain in soil; Mohr´s circle; Principle of effective stress, The mechanical behavior of materials - elasticity, plasticity, failure; drainaed, undrained conditions; the effect of time).
- 4. Importance of water in soil (permeability, steady state seepage).
- 5. Compressibility of soil (isotropic, One-dimensional, over-consolidation).
- 6. Consolidation; Creep (theory + laboratory testing); settlement (immediate, consolidation and total).
- 7. Shear strength of soils (peak, critical, residual).
- 8. Shear strength of soils continuation.
- 9. Shear strength of soils - laboratory tests (triaxial tests, shear test).
- 10. Bearing capacity of soil.
- 11. Slope stability.
- 12. Earth pressure. Compaction of soils.
Exercise
Teacher / Lecturer
Syllabus
- 1. Index properties of soils. Characteristics of phase relationship in the soil.
- 2. Classification of soils.
- 3. Effective stress. Stresses in soil due to surface loads.
- 4. Geostatic stress. Determination of the coefficient of hydraulic conductivity of the soil.
- 5. Compression and consolidation – determination of relevant parameters.
- 6. Calculation of settlements.
- 7. Laboratory – index and state properties.
- 8. Laboratory – mechanical properties.
- 9. Determination of triaxial tests.
- 10. Calculation of bearing capacity of soil.
- 11. Solution of homogenous slope stability.
- 12. Calculation of earth pressure. Credits.