Administracja Centralna Uczelni - Wymiana międzynarodowa (S1)
Sylabus przedmiotu Soil Mechanics:
Informacje podstawowe
| Kierunek studiów | Wymiana międzynarodowa | ||
|---|---|---|---|
| Forma studiów | studia stacjonarne | Poziom | pierwszego stopnia |
| Tytuł zawodowy absolwenta | |||
| Obszary studiów | — | ||
| Profil | |||
| Moduł | — | ||
| Przedmiot | Soil Mechanics | ||
| Specjalność | przedmiot wspólny | ||
| Jednostka prowadząca | Katedra Geotechniki | ||
| Nauczyciel odpowiedzialny | Andrzej Pozlewicz <Andrzej.Pozlewicz@zut.edu.pl> | ||
| Inni nauczyciele | |||
| ECTS (planowane) | 4,0 | ECTS (formy) | 4,0 |
| Forma zaliczenia | zaliczenie | Język | angielski |
| Blok obieralny | — | Grupa obieralna | — |
Formy dydaktyczne
Wymagania wstępne
| KOD | Wymaganie wstępne |
|---|---|
| W-1 | Completed course of engineering geology |
| W-2 | Completed course of strength of materials |
| W-3 | Completed course of theoretical mechanics |
| W-4 | English language competence at B2 level |
| W-5 | Completed course of structural mechanics |
Cele przedmiotu
| KOD | Cel modułu/przedmiotu |
|---|---|
| C-1 | To understand the basic description of soil mass with affecting external loads to estimate strength properties of soil based on the results of tests |
| C-2 | To apply the knowledge of soil behaviour to geotechnical design |
Treści programowe z podziałem na formy zajęć
| KOD | Treść programowa | Godziny |
|---|---|---|
| ćwiczenia audytoryjne | ||
| T-A-1 | Discussion on soil parameters, soil clasiffication analysis, calculation of parameters, calculations of stresses due to point loads, rectangular unit loads, analysis of vertical stress distribution at various stages of construction. Settlement and consolidation calculations. Shear strength calculations, principal stress. Active and passive earth pressure calculations, resultant diagram and force. | 15 |
| 15 | ||
| laboratoria | ||
| T-L-1 | Laboratory tests of soil paramaters (sieve analysis - grain size distribution, water content, density, Atterberg limits, shear strength tests, Proctor test, oedometric tests, permeability coefficient, density index) | 15 |
| 15 | ||
| wykłady | ||
| T-W-1 | Basic characteristics of soil, deposits, origin, three-phase nature of soils | 2 |
| T-W-2 | Physical properties of soil (density, unit weight, porosity, void ratio, water content, Atterberg limits, density index, plasticity index, consistency index, grain-size distribution, uniformity coefficient) | 3 |
| T-W-3 | Soil classifications (AASHTO, USCS, EN ISO). | 2 |
| T-W-4 | Soil compaction. Standard Proctor Test. Factors affecting compaction | 1 |
| T-W-5 | Hydraulic conductivity and seapage | 2 |
| T-W-6 | Stresses in soil. Effective stress concept. Stress due to external loading (point load - Boussinesq equation, ractangularly loaded area, circular loaded area). Changes of vertical stress with phases of construction works. | 4 |
| T-W-7 | Consolidation, normally consolidated and overconsolidated soils, OCR ratio. Introduction to Terzaghi theory of consolidation. Coefficient of consolidation (logarithm of time method, square root of time method). Application to settlement calculations. Oedometric tests | 4 |
| T-W-8 | Shear strength of soil. Coulomb - Mohr failure criteria. Laboratory determination of shear strength parameters. Direct shear test. Triaxial shear tests (CD-test, CU-test, UU-test). | 6 |
| T-W-9 | Lateral earth pressure. Rankine's theory of active and passive pressures. Coulomb's theory of earth pressure. Application of pressure distribution diagrams to retaining walls and shallow foundations. | 4 |
| T-W-10 | Basics of bearing capacity of shallow foundations | 2 |
| 30 | ||
Obciążenie pracą studenta - formy aktywności
| KOD | Forma aktywności | Godziny |
|---|---|---|
| ćwiczenia audytoryjne | ||
| A-A-1 | Participation in tutorials | 15 |
| A-A-2 | Desk study and working on examples | 8 |
| A-A-3 | Tests on calculation examples | 2 |
| 25 | ||
| laboratoria | ||
| A-L-1 | Participation in laboratory tests | 15 |
| A-L-2 | Self preparation for lab tests, reviewing manuals and procedures | 3 |
| A-L-3 | Reporting tests results, analysis of achieved results. | 6 |
| A-L-4 | Prepartion to pass laboratory classes | 1 |
| A-L-5 | Completion of the lab classes | 1 |
| 26 | ||
| wykłady | ||
| A-W-1 | Attendance in lectures | 30 |
| A-W-2 | Desk study | 15 |
| A-W-3 | Consultancy, self study to complete the subject | 3 |
| A-W-4 | Final test and discussion of results. | 3 |
| 51 | ||
Metody nauczania / narzędzia dydaktyczne
| KOD | Metoda nauczania / narzędzie dydaktyczne |
|---|---|
| M-1 | Lecture |
| M-2 | Tutorials |
| M-3 | laboratory |
Sposoby oceny
| KOD | Sposób oceny |
|---|---|
| S-1 | Ocena podsumowująca: Written test of lecture and tutorials content |
| S-2 | Ocena podsumowująca: Continuous assessment of laboratory reports |
| S-3 | Ocena podsumowująca: written tests of tutorials |
Zamierzone efekty uczenia się - wiedza
| Zamierzone efekty uczenia się | Odniesienie do efektów kształcenia dla kierunku studiów | Odniesienie do efektów zdefiniowanych dla obszaru kształcenia | Cel przedmiotu | Treści programowe | Metody nauczania | Sposób oceny |
|---|---|---|---|---|---|---|
| WM-WBiIS_1-_??_W01 Student knows soil clasiffications, basic soil propertis and stress distribution, knows how to calculate earth pressures | — | — | C-1 | T-W-1, T-W-2, T-W-3, T-W-4, T-W-5, T-W-6, T-W-9, T-W-7 | M-1, M-2, M-3 | S-2, S-3 |
Zamierzone efekty uczenia się - umiejętności
| Zamierzone efekty uczenia się | Odniesienie do efektów kształcenia dla kierunku studiów | Odniesienie do efektów zdefiniowanych dla obszaru kształcenia | Cel przedmiotu | Treści programowe | Metody nauczania | Sposób oceny |
|---|---|---|---|---|---|---|
| WM-WBiIS_1-_??_U01 Student is able to calculate and analyse the results from laboratory testing, is capable to distinguish changes in stresses due to different stages of construction. Student is able to draw a diagram of earth pressures and provide calculations. | — | — | C-2, C-1 | T-W-1, T-W-2, T-W-4, T-W-6, T-W-8, T-W-9, T-W-10, T-W-7, T-L-1, T-A-1 | M-1, M-2, M-3 | S-2, S-3, S-1 |
Zamierzone efekty uczenia się - inne kompetencje społeczne i personalne
| Zamierzone efekty uczenia się | Odniesienie do efektów kształcenia dla kierunku studiów | Odniesienie do efektów zdefiniowanych dla obszaru kształcenia | Cel przedmiotu | Treści programowe | Metody nauczania | Sposób oceny |
|---|---|---|---|---|---|---|
| WM-WBiIS_1-_??_K01 Students is able to predict a soil mass failure on basis of principal theories and understand any danger that may appear for working people. Feels responsible for their safety. | — | — | C-2 | T-W-1, T-W-6, T-W-8, T-W-9, T-L-1 | M-1, M-3 | S-2 |
Kryterium oceny - wiedza
| Efekt uczenia się | Ocena | Kryterium oceny |
|---|---|---|
| WM-WBiIS_1-_??_W01 Student knows soil clasiffications, basic soil propertis and stress distribution, knows how to calculate earth pressures | 2,0 | |
| 3,0 | Student is able to give examples of soil properties, can distinguish stress distribution in varius but in simpified condition. | |
| 3,5 | ||
| 4,0 | ||
| 4,5 | ||
| 5,0 |
Kryterium oceny - umiejętności
| Efekt uczenia się | Ocena | Kryterium oceny |
|---|---|---|
| WM-WBiIS_1-_??_U01 Student is able to calculate and analyse the results from laboratory testing, is capable to distinguish changes in stresses due to different stages of construction. Student is able to draw a diagram of earth pressures and provide calculations. | 2,0 | |
| 3,0 | Student is able to make basic calculations for soil properties, stress distribution, lateral earth pressures but not fully understands the magnitude of achieved values and is able to find correlation between soil mechanics and application in geotechnical design | |
| 3,5 | ||
| 4,0 | ||
| 4,5 | ||
| 5,0 |
Kryterium oceny - inne kompetencje społeczne i personalne
| Efekt uczenia się | Ocena | Kryterium oceny |
|---|---|---|
| WM-WBiIS_1-_??_K01 Students is able to predict a soil mass failure on basis of principal theories and understand any danger that may appear for working people. Feels responsible for their safety. | 2,0 | |
| 3,0 | Student understands danger of soil failure under load and self weight of soil but cannot fully recognize the consequences. | |
| 3,5 | ||
| 4,0 | ||
| 4,5 | ||
| 5,0 |
Literatura podstawowa
- J. A. Knappett and R. F. Craig, Craig's Soil Mechanics, Spon Press, 2012, Eight Edition
- Budhu M., Soil Mechanics and Foundations, John Wiley & Sons, 2011, 3rd Edition, Knovel, Earth Sciences
- Smith I., Smith's Elements of Soil Mechanics. 8th Edition. Design to Eurokode 7, Blackwell Publishing, Oxford, 2006, 8, VIII-114
- Braja M. Das, Fundamentals of Geotechnical Engineering, Cengage Learning, 2013, 4th Edition, International Edition
- W. Powrie, Soil Mechanics. Concepts and Applications, CRC Press Taylor & Francis Group, 2014, Third Edition
- Bowles J. E., Foundation Analysis and Design, McGraw-Hill, 1996, Knovel Release Date 2007-01-02
- Venkatramaiah C., Geotechnical Engineering, John Wiley & Sons, 1993
Literatura dodatkowa
- Braja M. Das, Soil Mechanics Laboratory Manual, Oxford University Press, 2016, Ninth Edition
- K. H. Head, Manual of Soil Laboratory Testing. Vol. 1, 2, 3, Whittles Publishing, 2014, 3rd Edition
- Kalinski M. E., Soil Mechanics. Laboratory Manual, John Wiley & Sons, Hoboken, New Jersey, 2005, Knovel
- BS EN ISO 14688-1:2002+A1:2013, 2013
- BS EN ISO 14688-2:2004, 2006
- Cernica J.N, Geotechnical Engineering Soil Mechanics, J.Wiley and Sons, 1995
- P. Hazelton and B. Murphy, Interpreting Soil Test Results - What Do All the Numbers Mean?, CSIRO Publishing, 2016, 3rd Edition
- Meyer Z. Żarkiewicz K., Skin and Toe Resistance Mobilisation of Pile During Laboratory Static Load Test, Studia Geotechnica et Mechanica, Wrocław, 2018, 40