Zachodniopomorski Uniwersytet Technologiczny w Szczecinie

Administracja Centralna Uczelni - Wymiana międzynarodowa (S2)

Sylabus przedmiotu Special Foundations Design:

Informacje podstawowe

Kierunek studiów Wymiana międzynarodowa
Forma studiów studia stacjonarne Poziom drugiego stopnia
Tytuł zawodowy absolwenta
Obszary studiów
Profil
Moduł
Przedmiot Special Foundations Design
Specjalność przedmiot wspólny
Jednostka prowadząca Katedra Geotechniki
Nauczyciel odpowiedzialny Andrzej Pozlewicz <Andrzej.Pozlewicz@zut.edu.pl>
Inni nauczyciele
ECTS (planowane) 5,0 ECTS (formy) 5,0
Forma zaliczenia zaliczenie Język angielski
Blok obieralny Grupa obieralna

Formy dydaktyczne

Forma dydaktycznaKODSemestrGodzinyECTSWagaZaliczenie
projektyP1 45 2,50,50zaliczenie
wykładyW1 45 2,50,50zaliczenie

Wymagania wstępne

KODWymaganie wstępne
W-1Completed course of soil mechanics
W-2Completed course of engineering geology
W-3Completed course of foundations design
W-4Completed course of structural mechanics

Cele przedmiotu

KODCel modułu/przedmiotu
C-1Create an ability to recognize and use of proper foundation in case of massive construction and complex load systems
C-2Create an ability to prepare a geotechnical design of special foundation

Treści programowe z podziałem na formy zajęć

KODTreść programowaGodziny
projekty
T-P-1Design of special foundation in complex geotechnical conditions45
45
wykłady
T-W-1Advanced geotechnical aspects in special foundation design4
T-W-2Load transfer mechanism in pile, pier and shaft foundation4
T-W-3Meyerhof's method for bored and displacement driven piles3
T-W-4"Alpha", "lambda" and "betha" methods for shafts and piers4
T-W-5Elastic foundation5
T-W-6Test loads, Davisson formulae3
T-W-7Negative skin friction, neutral depth (Vesic, Bowles)3
T-W-8Group of piles, drilled shafts - technology and design5
T-W-9Brich Hansen method for lateral loading (free and fixed head)4
T-W-10Soil spring idealization, elastic continuum model (Poulos, Reese and Matlock, Broms approaches)7
T-W-11Anchoring systems in special foundation design3
45

Obciążenie pracą studenta - formy aktywności

KODForma aktywnościGodziny
projekty
A-P-1Attendance in project classes.45
A-P-2Developing the geotechnical project for given data (geotechnical and actions conditions) in complex conditions. Providing calculations, drawings, corrections, drawing the conclusions from achieved results.20
A-P-3Tutorials2
A-P-4Preparation for project defence, corrections in static calculations, drawings. Providing the final version of the project.6
A-P-5Completion of the project classes.1
74
wykłady
A-W-1Attendance in classes45
A-W-2Searching for solutions of foundations aspects in hydro-technical constructions provided in lectures.5
A-W-3Research on optiimal methods of designing the foundations for hydro-technical constructions with use of lectures content and literature studies.8
A-W-4Tutorials on comparative analysis selected methods of foundation.5
A-W-5Preparation to lectures content completion.8
A-W-6Completion of lectures.3
74

Metody nauczania / narzędzia dydaktyczne

KODMetoda nauczania / narzędzie dydaktyczne
M-1Project based learning method
M-2Lecture, case studies

Sposoby oceny

KODSposób oceny
S-1Ocena formująca: Project work
S-2Ocena formująca: continuous assessment
S-3Ocena podsumowująca: Project presentation and defence

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-WBiA_2-_null_W01
Student knows systems of modern foundations design in case of not standard construction
C-1T-W-3, T-W-10, T-W-4, T-W-11, T-W-9, T-W-1, T-W-5, T-W-7, T-W-6, T-W-2, T-W-8, T-P-1M-2S-2

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-WBiA_2-_null_U01
Student is able to: analyze geotechnical solutions for various special foundations, provide comparative analysis for given solutions, make calculations of bearing capacity of a special foundation
C-2T-W-3, T-W-10, T-W-4, T-W-9, T-W-6, T-W-2, T-W-8, T-P-1M-1S-1, S-3

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-WBiA_2-_??_K01
Student is able in both professional and responsible way use gained knowledge and skills in executions works associated with special foundations engineering. Understands the engineering activities effect on environment
C-1T-W-1, T-W-8, T-P-1M-2S-2

Kryterium oceny - wiedza

Efekt uczenia sięOcenaKryterium oceny
WM-WBiA_2-_null_W01
Student knows systems of modern foundations design in case of not standard construction
2,0
3,0Student can recognize most of the modern foundations systems but not fully understands the interaction between complex system in construction and built environment.
3,5
4,0
4,5
5,0

Kryterium oceny - umiejętności

Efekt uczenia sięOcenaKryterium oceny
WM-WBiA_2-_null_U01
Student is able to: analyze geotechnical solutions for various special foundations, provide comparative analysis for given solutions, make calculations of bearing capacity of a special foundation
2,0
3,0Student can provide an analysis for chosen geotechnical solutions, but the comparative analysis is poor, developing a project makes many mistaks in static calculations, qualiyu of drawings is poor.
3,5
4,0
4,5
5,0

Kryterium oceny - inne kompetencje społeczne i personalne

Efekt uczenia sięOcenaKryterium oceny
WM-WBiA_2-_??_K01
Student is able in both professional and responsible way use gained knowledge and skills in executions works associated with special foundations engineering. Understands the engineering activities effect on environment
2,0
3,0Student in sufficient level understands his/her role in safety measurs and procedures in execution works in foundation engineering
3,5
4,0
4,5
5,0

Literatura podstawowa

  1. Bowles J. E., Foundation Analysis and Design, McGraw-Hill, 1996, Knovel Release Date 2007-01-02
  2. Budhu M., Soil Mechanics and Foundations, John Wiley & Sons, 2007, Knovel Release Date: Aug 5, 2009, Earth Sciences
  3. Cashman P. M., Preene M., Groundwater Lowering in Construction. A practical guide, Spon Press, London, New York, 2001
  4. Cernica J. N., Geotechnical Engineering: Foundation Design, John Wiley & Sons, New York, 1995
  5. Day R. W., Foundation Engineering Handbook - Design and Construction with the 2006 International Building Code, McGraw-Hill, 2006, Knovel Release Date: 2006-08-09
  6. Monahan E. J., Construction of Fills, John Wiley & Sons, 1994, 2, Knovel Release Date: 2007-08-22
  7. Smith I., Smith's Elements of Soil Mechanics. 8th Edition. Design to Eurokode 7, Blackwell Publishing, Oxford, 2006, 8, VIII-114
  8. Tomlinson M. J., Foundation Design and Construction, Prentice Hall, Harlow, 2001, 7
  9. Venkatramaiah C., Geotechnical Engineering, John Wiley & Sons, 1993

Literatura dodatkowa

  1. De Cock F., Legrand C. (Eds.), Design of Axially Loaded Piles. European Practice, A. A. Balkema, Rotterdam, 1997
  2. Simons N., Memzis B., A Short Course in Foundation Engineering, Thomas Telford, London, 2000

Treści programowe - projekty

KODTreść programowaGodziny
T-P-1Design of special foundation in complex geotechnical conditions45
45

Treści programowe - wykłady

KODTreść programowaGodziny
T-W-1Advanced geotechnical aspects in special foundation design4
T-W-2Load transfer mechanism in pile, pier and shaft foundation4
T-W-3Meyerhof's method for bored and displacement driven piles3
T-W-4"Alpha", "lambda" and "betha" methods for shafts and piers4
T-W-5Elastic foundation5
T-W-6Test loads, Davisson formulae3
T-W-7Negative skin friction, neutral depth (Vesic, Bowles)3
T-W-8Group of piles, drilled shafts - technology and design5
T-W-9Brich Hansen method for lateral loading (free and fixed head)4
T-W-10Soil spring idealization, elastic continuum model (Poulos, Reese and Matlock, Broms approaches)7
T-W-11Anchoring systems in special foundation design3
45

Formy aktywności - projekty

KODForma aktywnościGodziny
A-P-1Attendance in project classes.45
A-P-2Developing the geotechnical project for given data (geotechnical and actions conditions) in complex conditions. Providing calculations, drawings, corrections, drawing the conclusions from achieved results.20
A-P-3Tutorials2
A-P-4Preparation for project defence, corrections in static calculations, drawings. Providing the final version of the project.6
A-P-5Completion of the project classes.1
74
(*) 1 punkt ECTS, odpowiada około 30 godzinom aktywności studenta

Formy aktywności - wykłady

KODForma aktywnościGodziny
A-W-1Attendance in classes45
A-W-2Searching for solutions of foundations aspects in hydro-technical constructions provided in lectures.5
A-W-3Research on optiimal methods of designing the foundations for hydro-technical constructions with use of lectures content and literature studies.8
A-W-4Tutorials on comparative analysis selected methods of foundation.5
A-W-5Preparation to lectures content completion.8
A-W-6Completion of lectures.3
74
(*) 1 punkt ECTS, odpowiada około 30 godzinom aktywności studenta
PoleKODZnaczenie kodu
Zamierzone efekty uczenia sięWM-WBiA_2-_null_W01Student knows systems of modern foundations design in case of not standard construction
Cel przedmiotuC-1Create an ability to recognize and use of proper foundation in case of massive construction and complex load systems
Treści programoweT-W-3Meyerhof's method for bored and displacement driven piles
T-W-10Soil spring idealization, elastic continuum model (Poulos, Reese and Matlock, Broms approaches)
T-W-4"Alpha", "lambda" and "betha" methods for shafts and piers
T-W-11Anchoring systems in special foundation design
T-W-9Brich Hansen method for lateral loading (free and fixed head)
T-W-1Advanced geotechnical aspects in special foundation design
T-W-5Elastic foundation
T-W-7Negative skin friction, neutral depth (Vesic, Bowles)
T-W-6Test loads, Davisson formulae
T-W-2Load transfer mechanism in pile, pier and shaft foundation
T-W-8Group of piles, drilled shafts - technology and design
T-P-1Design of special foundation in complex geotechnical conditions
Metody nauczaniaM-2Lecture, case studies
Sposób ocenyS-2Ocena formująca: continuous assessment
Kryteria ocenyOcenaKryterium oceny
2,0
3,0Student can recognize most of the modern foundations systems but not fully understands the interaction between complex system in construction and built environment.
3,5
4,0
4,5
5,0
PoleKODZnaczenie kodu
Zamierzone efekty uczenia sięWM-WBiA_2-_null_U01Student is able to: analyze geotechnical solutions for various special foundations, provide comparative analysis for given solutions, make calculations of bearing capacity of a special foundation
Cel przedmiotuC-2Create an ability to prepare a geotechnical design of special foundation
Treści programoweT-W-3Meyerhof's method for bored and displacement driven piles
T-W-10Soil spring idealization, elastic continuum model (Poulos, Reese and Matlock, Broms approaches)
T-W-4"Alpha", "lambda" and "betha" methods for shafts and piers
T-W-9Brich Hansen method for lateral loading (free and fixed head)
T-W-6Test loads, Davisson formulae
T-W-2Load transfer mechanism in pile, pier and shaft foundation
T-W-8Group of piles, drilled shafts - technology and design
T-P-1Design of special foundation in complex geotechnical conditions
Metody nauczaniaM-1Project based learning method
Sposób ocenyS-1Ocena formująca: Project work
S-3Ocena podsumowująca: Project presentation and defence
Kryteria ocenyOcenaKryterium oceny
2,0
3,0Student can provide an analysis for chosen geotechnical solutions, but the comparative analysis is poor, developing a project makes many mistaks in static calculations, qualiyu of drawings is poor.
3,5
4,0
4,5
5,0
PoleKODZnaczenie kodu
Zamierzone efekty uczenia sięWM-WBiA_2-_??_K01Student is able in both professional and responsible way use gained knowledge and skills in executions works associated with special foundations engineering. Understands the engineering activities effect on environment
Cel przedmiotuC-1Create an ability to recognize and use of proper foundation in case of massive construction and complex load systems
Treści programoweT-W-1Advanced geotechnical aspects in special foundation design
T-W-8Group of piles, drilled shafts - technology and design
T-P-1Design of special foundation in complex geotechnical conditions
Metody nauczaniaM-2Lecture, case studies
Sposób ocenyS-2Ocena formująca: continuous assessment
Kryteria ocenyOcenaKryterium oceny
2,0
3,0Student in sufficient level understands his/her role in safety measurs and procedures in execution works in foundation engineering
3,5
4,0
4,5
5,0