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) 3,0 ECTS (formy) 3,0
Forma zaliczenia zaliczenie Język angielski
Blok obieralny Grupa obieralna

Formy dydaktyczne

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

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 conditions with respect to underground structures and tunneling15
15
wykłady
T-W-1Advanced geotechnical aspects in special foundation design, underground structures and tunnelling1
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 design and tunnelling. Underground structures in relation to special foundations2
15

Obciążenie pracą studenta - formy aktywności

KODForma aktywnościGodziny
projekty
A-P-1presence on project classes15
A-P-2single-handed work on design project task19
A-P-3consultances4
A-P-4preparation for project completion, correction of calculation and drawings mistakes5
A-P-5completion of project classes2
45
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 studies10
A-W-4carrying a comparative analysis for the chosen foundation methods - on tutorials7
A-W-5consultances1
A-W-6preparation for lectures completion7
A-W-7completion of lectures2
45

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 and understands 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 ready in both professional and responsible way to 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 and understands 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 can make 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 ready in both professional and responsible way to use gained knowledge and skills in executions works associated with special foundations engineering. Understands the engineering activities effect on environment
2,0
3,0student is ready to understand 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 conditions with respect to underground structures and tunneling15
15

Treści programowe - wykłady

KODTreść programowaGodziny
T-W-1Advanced geotechnical aspects in special foundation design, underground structures and tunnelling1
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 design and tunnelling. Underground structures in relation to special foundations2
15

Formy aktywności - projekty

KODForma aktywnościGodziny
A-P-1presence on project classes15
A-P-2single-handed work on design project task19
A-P-3consultances4
A-P-4preparation for project completion, correction of calculation and drawings mistakes5
A-P-5completion of project classes2
45
(*) 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 studies10
A-W-4carrying a comparative analysis for the chosen foundation methods - on tutorials7
A-W-5consultances1
A-W-6preparation for lectures completion7
A-W-7completion of lectures2
45
(*) 1 punkt ECTS, odpowiada około 30 godzinom aktywności studenta
PoleKODZnaczenie kodu
Zamierzone efekty uczenia sięB-A_2A_A/C/05_W01Student knows and understands systems of modern foundations design in case of not standard construction
Odniesienie do efektów kształcenia dla kierunku studiówB-A_2A_W08Knows and understands the principles of analysis, construction and dimensioning of elements of complex structures and building objects
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 with respect to underground structures and tunneling
T-W-1Advanced geotechnical aspects in special foundation design, underground structures and tunnelling
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 and tunnelling. Underground structures in relation to special foundations
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_U15Can assess and make a list of any loads acting on building structures
B-A_2A_U20Can design elements and complex structures of building objects
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 with respect to underground structures and tunneling
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 and tunnelling. Underground structures in relation to special foundations
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 can make 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 ready in both professional and responsible way to 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 ready to reflect on the non-technical aspects and effects of engineering activities, including its impact on the environment in conjunction with responsibility for decisions made
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 with respect to underground structures and tunneling
T-W-1Advanced geotechnical aspects in special foundation design, underground structures and tunnelling
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 and tunnelling. Underground structures in relation to special foundations
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 is ready to understand major threats with reference to foundation engineering
3,5
4,0
4,5
5,0