Zachodniopomorski Uniwersytet Technologiczny w Szczecinie

Wydział Budownictwa i Inżynierii Środowiska - Civil Engineering (S2)
specjalność: Engineering Structures

Sylabus przedmiotu Special Foundations:

Informacje podstawowe

Kierunek studiów Civil Engineering
Forma studiów studia stacjonarne Poziom drugiego stopnia
Tytuł zawodowy absolwenta magister
Obszary studiów charakterystyki PRK, kompetencje inżynierskie PRK
Profil ogólnoakademicki
Moduł
Przedmiot Special Foundations
Specjalność przedmiot wspólny
Jednostka prowadząca Katedra Geotechniki
Nauczyciel odpowiedzialny Andrzej Pozlewicz <Andrzej.Pozlewicz@zut.edu.pl>
Inni nauczyciele
ECTS (planowane) 2,0 ECTS (formy) 2,0
Forma zaliczenia zaliczenie Język angielski
Blok obieralny Grupa obieralna

Formy dydaktyczne

Forma dydaktycznaKODSemestrGodzinyECTSWagaZaliczenie
projektyP2 15 1,00,50zaliczenie
wykładyW2 15 1,00,50zaliczenie

Wymagania wstępne

KODWymaganie wstępne
W-1Soil mechanics
W-2Engineering geology
W-3Foundation design

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 conditions15
15
wykłady
T-W-1Advanced geotechnical aspects in special foundation design1
T-W-2Load transfer mechanism in pile, pier and shaft foundation2
T-W-3Meyerhof's method for bored and displacement driven piles1
T-W-4"Alpha", "lambda" and "betha" methods for shafts and piers1
T-W-5Elastic foundation2
T-W-6Test loads, Davisson formulae1
T-W-7Negative skin friction, neutral depth (Vesic, Bowles)1
T-W-8Group of piles, drilled shafts - technology and design1
T-W-9Brich Hansen method for lateral loading (free and fixed head)1
T-W-10Soil spring idealization, elastic continuum model (Poulos, Reese and Matlock, Broms approaches)2
T-W-11Anchoring systems in special foundation design2
15

Obciążenie pracą studenta - formy aktywności

KODForma aktywnościGodziny
projekty
A-P-1presence on project classes15
A-P-2single-handed work on design project task10
A-P-3consultances2
A-P-4preparation for project completion, correction of calculation and drawings mistakes3
A-P-5completion of project classes1
31
wykłady
A-W-1presence on lectures15
A-W-2self search for solutions of foundations design items given during lectures3
A-W-3search for optimal methods of foundations design after lectures and with literature studies3
A-W-4przeprowadzenie analizy porównawczej wybranych metod posadowienia w czasie konsultacji4
A-W-5preparation for lectures completion5
A-W-6completion of lectures1
31

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 kształceniaOdniesienie do efektów uczenia się prowadzących do uzyskania tytułu zawodowego inżynieraCel przedmiotuTreści programoweMetody nauczaniaSposób oceny
B-A_2A_A/C/05_W01
Student knows systems of modern foundations design in case of not standard construction
B-A_2A_W08C-1, C-2T-P-1, T-W-1, T-W-2, T-W-3, T-W-4, T-W-5, T-W-6, T-W-7, T-W-8, T-W-9, T-W-10, T-W-11M-1, M-2S-2, S-3, S-1

Zamierzone efekty uczenia się - umiejętności

Zamierzone efekty uczenia sięOdniesienie do efektów kształcenia dla kierunku studiówOdniesienie do efektów zdefiniowanych dla obszaru kształceniaOdniesienie do efektów uczenia się prowadzących do uzyskania tytułu zawodowego inżynieraCel przedmiotuTreści programoweMetody nauczaniaSposób oceny
B-A_2A_A/C/05_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
B-A_2A_U15, B-A_2A_U20C-1, C-2T-P-1, T-W-2, T-W-3, T-W-4, T-W-5, T-W-6, T-W-7, T-W-8, T-W-9, T-W-10, T-W-11M-1, M-2S-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 kształceniaOdniesienie do efektów uczenia się prowadzących do uzyskania tytułu zawodowego inżynieraCel przedmiotuTreści programoweMetody nauczaniaSposób oceny
B-A_2A_A/C/05_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
B-A_2A_K03C-1, C-2T-P-1, T-W-1, T-W-2, T-W-3, T-W-4, T-W-5, T-W-6, T-W-7, T-W-8, T-W-9, T-W-10, T-W-11M-1, M-2S-2, S-3, S-1

Kryterium oceny - wiedza

Efekt uczenia sięOcenaKryterium oceny
B-A_2A_A/C/05_W01
Student knows systems of modern foundations design in case of not standard construction
2,0
3,0student knows basic methods of foundation engineering for special structures
3,5
4,0
4,5
5,0

Kryterium oceny - umiejętności

Efekt uczenia sięOcenaKryterium oceny
B-A_2A_A/C/05_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 makes minor mistakes in calculations
3,5
4,0
4,5
5,0

Kryterium oceny - inne kompetencje społeczne i personalne

Efekt uczenia sięOcenaKryterium oceny
B-A_2A_A/C/05_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 understands major threats with reference to 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
  3. Pozlewicz A., Energy piles usage in geothermal energy application in Szczecin, ZUT, WBiA, Szczecin, 2011, in Polish

Treści programowe - projekty

KODTreść programowaGodziny
T-P-1Design of special foundation in complex geotechnical conditions15
15

Treści programowe - wykłady

KODTreść programowaGodziny
T-W-1Advanced geotechnical aspects in special foundation design1
T-W-2Load transfer mechanism in pile, pier and shaft foundation2
T-W-3Meyerhof's method for bored and displacement driven piles1
T-W-4"Alpha", "lambda" and "betha" methods for shafts and piers1
T-W-5Elastic foundation2
T-W-6Test loads, Davisson formulae1
T-W-7Negative skin friction, neutral depth (Vesic, Bowles)1
T-W-8Group of piles, drilled shafts - technology and design1
T-W-9Brich Hansen method for lateral loading (free and fixed head)1
T-W-10Soil spring idealization, elastic continuum model (Poulos, Reese and Matlock, Broms approaches)2
T-W-11Anchoring systems in special foundation design2
15

Formy aktywności - projekty

KODForma aktywnościGodziny
A-P-1presence on project classes15
A-P-2single-handed work on design project task10
A-P-3consultances2
A-P-4preparation for project completion, correction of calculation and drawings mistakes3
A-P-5completion of project classes1
31
(*) 1 punkt ECTS, odpowiada około 30 godzinom aktywności studenta

Formy aktywności - wykłady

KODForma aktywnościGodziny
A-W-1presence on lectures15
A-W-2self search for solutions of foundations design items given during lectures3
A-W-3search for optimal methods of foundations design after lectures and with literature studies3
A-W-4przeprowadzenie analizy porównawczej wybranych metod posadowienia w czasie konsultacji4
A-W-5preparation for lectures completion5
A-W-6completion of lectures1
31
(*) 1 punkt ECTS, odpowiada około 30 godzinom aktywności studenta
PoleKODZnaczenie kodu
Zamierzone efekty uczenia sięB-A_2A_A/C/05_W01Student knows systems of modern foundations design in case of not standard construction
Odniesienie do efektów kształcenia dla kierunku studiówB-A_2A_W08Knows the principles of constructing and dimensioning of the elements of complex constructions and building structures
Cel przedmiotuC-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 programoweT-P-1Design of special foundation in complex geotechnical conditions
T-W-1Advanced geotechnical aspects in special foundation design
T-W-2Load transfer mechanism in pile, pier and shaft foundation
T-W-3Meyerhof's method for bored and displacement driven piles
T-W-4"Alpha", "lambda" and "betha" methods for shafts and piers
T-W-5Elastic foundation
T-W-6Test loads, Davisson formulae
T-W-7Negative skin friction, neutral depth (Vesic, Bowles)
T-W-8Group of piles, drilled shafts - technology and design
T-W-9Brich Hansen method for lateral loading (free and fixed head)
T-W-10Soil spring idealization, elastic continuum model (Poulos, Reese and Matlock, Broms approaches)
T-W-11Anchoring systems in special foundation design
Metody nauczaniaM-1Project based learning method
M-2Lecture, case studies
Sposób ocenyS-2Ocena formująca: continuous assessment
S-3Ocena podsumowująca: Project presentation and defence
S-1Ocena formująca: Project work
Kryteria ocenyOcenaKryterium oceny
2,0
3,0student knows basic methods of foundation engineering for special structures
3,5
4,0
4,5
5,0
PoleKODZnaczenie kodu
Zamierzone efekty uczenia sięB-A_2A_A/C/05_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
Odniesienie do efektów kształcenia dla kierunku studiówB-A_2A_U15Is able to assess and prepare a summary of loads acting on building structures
B-A_2A_U20Is able to design elements and complex constructions of building structures
Cel przedmiotuC-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 programoweT-P-1Design of special foundation in complex geotechnical conditions
T-W-2Load transfer mechanism in pile, pier and shaft foundation
T-W-3Meyerhof's method for bored and displacement driven piles
T-W-4"Alpha", "lambda" and "betha" methods for shafts and piers
T-W-5Elastic foundation
T-W-6Test loads, Davisson formulae
T-W-7Negative skin friction, neutral depth (Vesic, Bowles)
T-W-8Group of piles, drilled shafts - technology and design
T-W-9Brich Hansen method for lateral loading (free and fixed head)
T-W-10Soil spring idealization, elastic continuum model (Poulos, Reese and Matlock, Broms approaches)
T-W-11Anchoring systems in special foundation design
Metody nauczaniaM-1Project based learning method
M-2Lecture, case studies
Sposób ocenyS-2Ocena formująca: continuous assessment
S-3Ocena podsumowująca: Project presentation and defence
S-1Ocena formująca: Project work
Kryteria ocenyOcenaKryterium oceny
2,0
3,0student makes minor mistakes in calculations
3,5
4,0
4,5
5,0
PoleKODZnaczenie kodu
Zamierzone efekty uczenia sięB-A_2A_A/C/05_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
Odniesienie do efektów kształcenia dla kierunku studiówB-A_2A_K03Is aware of their importance and understands non-technical aspects and consequences of engineering activity, including its influence on the environment and the related responsibility for the decisions taken.
Cel przedmiotuC-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 programoweT-P-1Design of special foundation in complex geotechnical conditions
T-W-1Advanced geotechnical aspects in special foundation design
T-W-2Load transfer mechanism in pile, pier and shaft foundation
T-W-3Meyerhof's method for bored and displacement driven piles
T-W-4"Alpha", "lambda" and "betha" methods for shafts and piers
T-W-5Elastic foundation
T-W-6Test loads, Davisson formulae
T-W-7Negative skin friction, neutral depth (Vesic, Bowles)
T-W-8Group of piles, drilled shafts - technology and design
T-W-9Brich Hansen method for lateral loading (free and fixed head)
T-W-10Soil spring idealization, elastic continuum model (Poulos, Reese and Matlock, Broms approaches)
T-W-11Anchoring systems in special foundation design
Metody nauczaniaM-1Project based learning method
M-2Lecture, case studies
Sposób ocenyS-2Ocena formująca: continuous assessment
S-3Ocena podsumowująca: Project presentation and defence
S-1Ocena formująca: Project work
Kryteria ocenyOcenaKryterium oceny
2,0
3,0student understands major threats with reference to foundation engineering
3,5
4,0
4,5
5,0