Zachodniopomorski Uniwersytet Technologiczny w Szczecinie

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

Forma dydaktycznaKODSemestrGodzinyECTSWagaZaliczenie
wykładyW1 30 2,00,51zaliczenie
laboratoriaL1 15 1,00,19zaliczenie
ćwiczenia audytoryjneA1 15 1,00,30zaliczenie

Wymagania wstępne

KODWymaganie wstępne
W-1Completed course of engineering geology
W-2Completed course of strength of materials
W-3Completed course of theoretical mechanics
W-4English language competence at B2 level
W-5Completed course of structural mechanics

Cele przedmiotu

KODCel modułu/przedmiotu
C-1To understand the basic description of soil mass with affecting external loads to estimate strength properties of soil based on the results of tests
C-2To apply the knowledge of soil behaviour to geotechnical design

Treści programowe z podziałem na formy zajęć

KODTreść programowaGodziny
ćwiczenia audytoryjne
T-A-1Discussion 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-1Laboratory 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-1Basic characteristics of soil, deposits, origin, three-phase nature of soils2
T-W-2Physical 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-3Soil classifications (AASHTO, USCS, EN ISO).2
T-W-4Soil compaction. Standard Proctor Test. Factors affecting compaction1
T-W-5Hydraulic conductivity and seapage2
T-W-6Stresses 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-7Consolidation, 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 tests4
T-W-8Shear 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-9Lateral 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-10Basics of bearing capacity of shallow foundations2
30

Obciążenie pracą studenta - formy aktywności

KODForma aktywnościGodziny
ćwiczenia audytoryjne
A-A-1Participation in tutorials15
A-A-2Desk study and working on examples8
A-A-3Tests on calculation examples2
25
laboratoria
A-L-1Participation in laboratory tests15
A-L-2Self preparation for lab tests, reviewing manuals and procedures3
A-L-3Reporting tests results, analysis of achieved results.6
A-L-4Prepartion to pass laboratory classes1
A-L-5Completion of the lab classes1
26
wykłady
A-W-1Attendance in lectures30
A-W-2Desk study15
A-W-3Consultancy, self study to complete the subject3
A-W-4Final test and discussion of results.3
51

Metody nauczania / narzędzia dydaktyczne

KODMetoda nauczania / narzędzie dydaktyczne
M-1Lecture
M-2Tutorials
M-3laboratory

Sposoby oceny

KODSposób oceny
S-1Ocena podsumowująca: Written test of lecture and tutorials content
S-2Ocena podsumowująca: Continuous assessment of laboratory reports
S-3Ocena podsumowująca: written tests of tutorials

Zamierzone efekty uczenia się - wiedza

Zamierzone efekty uczenia sięOdniesienie do efektów kształcenia dla kierunku studiówOdniesienie do efektów zdefiniowanych dla obszaru kształceniaCel przedmiotuTreści programoweMetody nauczaniaSposób oceny
WM-WBiIS_1-_??_W01
Student knows soil clasiffications, basic soil propertis and stress distribution, knows how to calculate earth pressures
C-1T-W-1, T-W-2, T-W-3, T-W-4, T-W-5, T-W-6, T-W-9, T-W-7M-1, M-2, M-3S-2, S-3

Zamierzone efekty uczenia się - umiejętności

Zamierzone efekty uczenia sięOdniesienie do efektów kształcenia dla kierunku studiówOdniesienie do efektów zdefiniowanych dla obszaru kształceniaCel przedmiotuTreści programoweMetody nauczaniaSposób 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-1T-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-1M-1, M-2, M-3S-2, S-3, S-1

Zamierzone efekty uczenia się - inne kompetencje społeczne i personalne

Zamierzone efekty uczenia sięOdniesienie do efektów kształcenia dla kierunku studiówOdniesienie do efektów zdefiniowanych dla obszaru kształceniaCel przedmiotuTreści programoweMetody nauczaniaSposób 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-2T-W-1, T-W-6, T-W-8, T-W-9, T-L-1M-1, M-3S-2

Kryterium oceny - wiedza

Efekt uczenia sięOcenaKryterium oceny
WM-WBiIS_1-_??_W01
Student knows soil clasiffications, basic soil propertis and stress distribution, knows how to calculate earth pressures
2,0
3,0Student 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 sięOcenaKryterium 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
3,0Student 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 sięOcenaKryterium 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
3,0Student 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

  1. J. A. Knappett and R. F. Craig, Craig's Soil Mechanics, Spon Press, 2012, Eight Edition
  2. Budhu M., Soil Mechanics and Foundations, John Wiley & Sons, 2011, 3rd Edition, Knovel, Earth Sciences
  3. Smith I., Smith's Elements of Soil Mechanics. 8th Edition. Design to Eurokode 7, Blackwell Publishing, Oxford, 2006, 8, VIII-114
  4. Braja M. Das, Fundamentals of Geotechnical Engineering, Cengage Learning, 2013, 4th Edition, International Edition
  5. W. Powrie, Soil Mechanics. Concepts and Applications, CRC Press Taylor & Francis Group, 2014, Third Edition
  6. Bowles J. E., Foundation Analysis and Design, McGraw-Hill, 1996, Knovel Release Date 2007-01-02
  7. Venkatramaiah C., Geotechnical Engineering, John Wiley & Sons, 1993

Literatura dodatkowa

  1. Braja M. Das, Soil Mechanics Laboratory Manual, Oxford University Press, 2016, Ninth Edition
  2. K. H. Head, Manual of Soil Laboratory Testing. Vol. 1, 2, 3, Whittles Publishing, 2014, 3rd Edition
  3. Kalinski M. E., Soil Mechanics. Laboratory Manual, John Wiley & Sons, Hoboken, New Jersey, 2005, Knovel
  4. BS EN ISO 14688-1:2002+A1:2013, 2013
  5. BS EN ISO 14688-2:2004, 2006
  6. Cernica J.N, Geotechnical Engineering Soil Mechanics, J.Wiley and Sons, 1995
  7. P. Hazelton and B. Murphy, Interpreting Soil Test Results - What Do All the Numbers Mean?, CSIRO Publishing, 2016, 3rd Edition
  8. Meyer Z. Żarkiewicz K., Skin and Toe Resistance Mobilisation of Pile During Laboratory Static Load Test, Studia Geotechnica et Mechanica, Wrocław, 2018, 40

Treści programowe - ćwiczenia audytoryjne

KODTreść programowaGodziny
T-A-1Discussion 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

Treści programowe - laboratoria

KODTreść programowaGodziny
T-L-1Laboratory 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

Treści programowe - wykłady

KODTreść programowaGodziny
T-W-1Basic characteristics of soil, deposits, origin, three-phase nature of soils2
T-W-2Physical 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-3Soil classifications (AASHTO, USCS, EN ISO).2
T-W-4Soil compaction. Standard Proctor Test. Factors affecting compaction1
T-W-5Hydraulic conductivity and seapage2
T-W-6Stresses 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-7Consolidation, 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 tests4
T-W-8Shear 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-9Lateral 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-10Basics of bearing capacity of shallow foundations2
30

Formy aktywności - ćwiczenia audytoryjne

KODForma aktywnościGodziny
A-A-1Participation in tutorials15
A-A-2Desk study and working on examples8
A-A-3Tests on calculation examples2
25
(*) 1 punkt ECTS, odpowiada około 30 godzinom aktywności studenta

Formy aktywności - laboratoria

KODForma aktywnościGodziny
A-L-1Participation in laboratory tests15
A-L-2Self preparation for lab tests, reviewing manuals and procedures3
A-L-3Reporting tests results, analysis of achieved results.6
A-L-4Prepartion to pass laboratory classes1
A-L-5Completion of the lab classes1
26
(*) 1 punkt ECTS, odpowiada około 30 godzinom aktywności studenta

Formy aktywności - wykłady

KODForma aktywnościGodziny
A-W-1Attendance in lectures30
A-W-2Desk study15
A-W-3Consultancy, self study to complete the subject3
A-W-4Final test and discussion of results.3
51
(*) 1 punkt ECTS, odpowiada około 30 godzinom aktywności studenta
PoleKODZnaczenie kodu
Zamierzone efekty uczenia sięWM-WBiIS_1-_??_W01Student knows soil clasiffications, basic soil propertis and stress distribution, knows how to calculate earth pressures
Cel przedmiotuC-1To understand the basic description of soil mass with affecting external loads to estimate strength properties of soil based on the results of tests
Treści programoweT-W-1Basic characteristics of soil, deposits, origin, three-phase nature of soils
T-W-2Physical properties of soil (density, unit weight, porosity, void ratio, water content, Atterberg limits, density index, plasticity index, consistency index, grain-size distribution, uniformity coefficient)
T-W-3Soil classifications (AASHTO, USCS, EN ISO).
T-W-4Soil compaction. Standard Proctor Test. Factors affecting compaction
T-W-5Hydraulic conductivity and seapage
T-W-6Stresses 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.
T-W-9Lateral 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.
T-W-7Consolidation, 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
Metody nauczaniaM-1Lecture
M-2Tutorials
M-3laboratory
Sposób ocenyS-2Ocena podsumowująca: Continuous assessment of laboratory reports
S-3Ocena podsumowująca: written tests of tutorials
Kryteria ocenyOcenaKryterium oceny
2,0
3,0Student 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
PoleKODZnaczenie kodu
Zamierzone efekty uczenia sięWM-WBiIS_1-_??_U01Student 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.
Cel przedmiotuC-2To apply the knowledge of soil behaviour to geotechnical design
C-1To understand the basic description of soil mass with affecting external loads to estimate strength properties of soil based on the results of tests
Treści programoweT-W-1Basic characteristics of soil, deposits, origin, three-phase nature of soils
T-W-2Physical properties of soil (density, unit weight, porosity, void ratio, water content, Atterberg limits, density index, plasticity index, consistency index, grain-size distribution, uniformity coefficient)
T-W-4Soil compaction. Standard Proctor Test. Factors affecting compaction
T-W-6Stresses 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.
T-W-8Shear 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).
T-W-9Lateral 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.
T-W-10Basics of bearing capacity of shallow foundations
T-W-7Consolidation, 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
T-L-1Laboratory 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)
T-A-1Discussion 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.
Metody nauczaniaM-1Lecture
M-2Tutorials
M-3laboratory
Sposób ocenyS-2Ocena podsumowująca: Continuous assessment of laboratory reports
S-3Ocena podsumowująca: written tests of tutorials
S-1Ocena podsumowująca: Written test of lecture and tutorials content
Kryteria ocenyOcenaKryterium oceny
2,0
3,0Student 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
PoleKODZnaczenie kodu
Zamierzone efekty uczenia sięWM-WBiIS_1-_??_K01Students 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.
Cel przedmiotuC-2To apply the knowledge of soil behaviour to geotechnical design
Treści programoweT-W-1Basic characteristics of soil, deposits, origin, three-phase nature of soils
T-W-6Stresses 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.
T-W-8Shear 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).
T-W-9Lateral 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.
T-L-1Laboratory 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)
Metody nauczaniaM-1Lecture
M-3laboratory
Sposób ocenyS-2Ocena podsumowująca: Continuous assessment of laboratory reports
Kryteria ocenyOcenaKryterium oceny
2,0
3,0Student 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