ZUT - Krajowe Ramy Kwalifikacji / Rok 2018/2019 / Wydział Budownictwa i Architektury / Civil Engineering (S2) / Sylabus przedmiotu

Wydział Budownictwa i Architektury - Civil Engineering (S2)

Sylabus przedmiotu Earthen Structures:

Informacje podstawowe

Kierunek studiów	Civil Engineering
Forma studiów	studia stacjonarne	Poziom	drugiego stopnia
Tytuł zawodowy absolwenta	magister
Obszary studiów	nauki techniczne, studia inżynierskie
Profil	ogólnoakademicki
Moduł	—
Przedmiot	Earthen Structures
Specjalność	Engineering Structures
Jednostka prowadząca	Katedra Geotechniki
Nauczyciel odpowiedzialny	Grzegorz Szmechel <Grzegorz.Szmechel@zut.edu.pl>
Inni nauczyciele	Grzegorz Szmechel <Grzegorz.Szmechel@zut.edu.pl>, Krzysztof Żarkiewicz <Krzysztof.Zarkiewicz@zut.edu.pl>
ECTS (planowane)	2,0	ECTS (formy)	2,0
Forma zaliczenia	zaliczenie	Język	angielski
Blok obieralny	—	Grupa obieralna	—

Formy dydaktyczne

Forma dydaktyczna	KOD	Semestr	Godziny	ECTS	Waga	Zaliczenie
wykłady	W	2	15	1,0	0,50	zaliczenie
projekty	P	2	15	1,0	0,50	zaliczenie

Wymagania wstępne

KOD	Wymaganie wstępne
W-1	Basic of soil mechanics

Cele przedmiotu

KOD	Cel modułu/przedmiotu
C-1	Acquainting the student with complex problems of designing of the earth structures

Treści programowe z podziałem na formy zajęć

KOD	Treść programowa	Godziny
projekty
T-P-1	Design exercises from earth structures: designing earth embankment dimensions founded on the weak soils, filtration calculations, slope stability calculations	15
		15
wykłady
T-W-1	Soil properties in constructions and earthworks. The impact of the compaction process on changes in soil parameters.	2
T-W-2	Execution of earth construction facilities on a substrate of weak and organic soils	2
T-W-3	Reconstruction and rebuilding of embankments and unstable slopes	2
T-W-4	Construction types of earth dams. Factors affecting the selection of the damm location. Drainage in earth dams - their function and construction in the body and ground of dams	2
T-W-5	Sealing barrier in to the body and base of the embankment - cores, screens (plastic and rigid), aprons, injection, clay veils in narrow-space trenches (performed under the cover of a thixotropic suspension)	3
T-W-6	Slope stability calculation methods	2
T-W-7	Control of compaction methods, and quality testing of soil embedded in the embankment (during the construction, and after that)	2
		15

Obciążenie pracą studenta - formy aktywności

KOD	Forma aktywności	Godziny
projekty
A-P-1	Presence at the class	15
A-P-2	Design project of earhen structure founded on weak soil	15
		30
wykłady
A-W-1	Presence at class	15
A-W-2	Own work with literature	5
A-W-3	Powerpoint presentation has to be prepared by student	5
A-W-4	Preparation for final test exam	5
		30

Metody nauczania / narzędzia dydaktyczne

KOD	Metoda nauczania / narzędzie dydaktyczne
M-1	Lectures method
M-2	Project Desing method

Sposoby oceny

KOD	Sposób oceny
S-1	Ocena formująca: Countinous rating of student progress
S-2	Ocena podsumowująca: Test exam rating

Zamierzone efekty kształcenia - wiedza

Zamierzone efekty kształcenia	Odniesienie do efektów kształcenia dla kierunku studiów	Odniesienie do efektów zdefiniowanych dla obszaru kształcenia	Odniesienie do efektów kształcenia prowadzących do uzyskania tytułu zawodowego inżyniera	Cel przedmiotu	Treści programowe	Metody nauczania	Sposób oceny
CE_2A_ES/D/07_W01 He has knowledge about design the foundation of the embankment in complex geotechnical conditions	B-A_2A_W02, B-A_2A_W03, B-A_2A_W04, B-A_2A_W08	—	—	C-1	T-W-1, T-W-2, T-W-3, T-W-4, T-W-5, T-W-6, T-W-7, T-P-1	M-1, M-2	S-1, S-2

Zamierzone efekty kształcenia - umiejętności

Zamierzone efekty kształcenia	Odniesienie do efektów kształcenia dla kierunku studiów	Odniesienie do efektów zdefiniowanych dla obszaru kształcenia	Odniesienie do efektów kształcenia prowadzących do uzyskania tytułu zawodowego inżyniera	Cel przedmiotu	Treści programowe	Metody nauczania	Sposób oceny
B-A_2A_ES/D/07_U01 He can design the foundation of the embankment in complex geotechnical conditions	B-A_2A_U21, B-A_2A_U11, B-A_2A_U22	—	—	C-1	T-W-1, T-W-2, T-W-3, T-W-4, T-W-5, T-W-6, T-W-7, T-P-1	M-2	S-1

Zamierzone efekty kształcenia - inne kompetencje społeczne i personalne

Zamierzone efekty kształcenia	Odniesienie do efektów kształcenia dla kierunku studiów	Odniesienie do efektów zdefiniowanych dla obszaru kształcenia	Odniesienie do efektów kształcenia prowadzących do uzyskania tytułu zawodowego inżyniera	Cel przedmiotu	Treści programowe	Metody nauczania	Sposób oceny
B-A_2A_ES/D/07_K01 He can work with a group to achieve the desired engeneering effect.	B-A_2A_K02, B-A_2A_K08	—	—	C-1	T-W-1, T-W-2, T-W-3, T-W-4, T-W-5, T-W-6, T-W-7, T-P-1	M-1, M-2	S-1

Kryterium oceny - wiedza

Efekt kształcenia	Ocena	Kryterium oceny
CE_2A_ES/D/07_W01 He has knowledge about design the foundation of the embankment in complex geotechnical conditions	2,0
	3,0	He has basic knowledge about design the foundation of the embankment in complex geotechnical conditions
	3,5
	4,0
	4,5
	5,0

Kryterium oceny - umiejętności

Efekt kształcenia	Ocena	Kryterium oceny
B-A_2A_ES/D/07_U01 He can design the foundation of the embankment in complex geotechnical conditions	2,0
	3,0	Studen can solve basig geotechnical problems connected to earthen structures
	3,5
	4,0
	4,5
	5,0

Kryterium oceny - inne kompetencje społeczne i personalne

Efekt kształcenia	Ocena	Kryterium oceny
B-A_2A_ES/D/07_K01 He can work with a group to achieve the desired engeneering effect.	2,0
	3,0	Studen can solve basig geotechnical problems connected to earthen structures by cooparateing with the rest of his team
	3,5
	4,0
	4,5
	5,0

Literatura podstawowa

L. Vanicek, M Vanicek, Earth Structures: In Transport, Water and Environmental Engineering, Springer- Verlag, 2007, ISBN-13: 9781402039638

Literatura dodatkowa

Meyer Z., Żarkiewicz K., Skin and Toe Resistance Mobilisation of Pile During Laboratory Static Load Test, Studia Geotechnica et Mechanica, 2018, 40

Treści programowe - projekty

KOD	Treść programowa	Godziny
T-P-1	Design exercises from earth structures: designing earth embankment dimensions founded on the weak soils, filtration calculations, slope stability calculations	15
		15

Treści programowe - wykłady

KOD	Treść programowa	Godziny
T-W-1	Soil properties in constructions and earthworks. The impact of the compaction process on changes in soil parameters.	2
T-W-2	Execution of earth construction facilities on a substrate of weak and organic soils	2
T-W-3	Reconstruction and rebuilding of embankments and unstable slopes	2
T-W-4	Construction types of earth dams. Factors affecting the selection of the damm location. Drainage in earth dams - their function and construction in the body and ground of dams	2
T-W-5	Sealing barrier in to the body and base of the embankment - cores, screens (plastic and rigid), aprons, injection, clay veils in narrow-space trenches (performed under the cover of a thixotropic suspension)	3
T-W-6	Slope stability calculation methods	2
T-W-7	Control of compaction methods, and quality testing of soil embedded in the embankment (during the construction, and after that)	2
		15

Formy aktywności - projekty

KOD	Forma aktywności	Godziny
A-P-1	Presence at the class	15
A-P-2	Design project of earhen structure founded on weak soil	15
		30

(*) 1 punkt ECTS, odpowiada około 30 godzinom aktywności studenta

Formy aktywności - wykłady

KOD	Forma aktywności	Godziny
A-W-1	Presence at class	15
A-W-2	Own work with literature	5
A-W-3	Powerpoint presentation has to be prepared by student	5
A-W-4	Preparation for final test exam	5
		30

(*) 1 punkt ECTS, odpowiada około 30 godzinom aktywności studenta

Pole	KOD	Znaczenie kodu
Zamierzone efekty kształcenia	CE_2A_ES/D/07_W01	He has knowledge about design the foundation of the embankment in complex geotechnical conditions
Odniesienie do efektów kształcenia dla kierunku studiów	B-A_2A_W02	Has detailed knowledge within the scope of the programmes of study related to civil engineering
	B-A_2A_W03	Knows the basics of continuum mechanics. Knows the analysis principles of surface and solid construction statics issues
	B-A_2A_W04	Has knowledge on the subject of construction modelling and theoretical foundations of the Finite Element Method
	B-A_2A_W08	Knows the principles of constructing and dimensioning of the elements of complex constructions and building structures
Cel przedmiotu	C-1	Acquainting the student with complex problems of designing of the earth structures
Treści programowe	T-W-1	Soil properties in constructions and earthworks. The impact of the compaction process on changes in soil parameters.
	T-W-2	Execution of earth construction facilities on a substrate of weak and organic soils
	T-W-3	Reconstruction and rebuilding of embankments and unstable slopes
	T-W-4	Construction types of earth dams. Factors affecting the selection of the damm location. Drainage in earth dams - their function and construction in the body and ground of dams
	T-W-5	Sealing barrier in to the body and base of the embankment - cores, screens (plastic and rigid), aprons, injection, clay veils in narrow-space trenches (performed under the cover of a thixotropic suspension)
	T-W-6	Slope stability calculation methods
	T-W-7	Control of compaction methods, and quality testing of soil embedded in the embankment (during the construction, and after that)
	T-P-1	Design exercises from earth structures: designing earth embankment dimensions founded on the weak soils, filtration calculations, slope stability calculations
Metody nauczania	M-1	Lectures method
Metody nauczania	M-2	Project Desing method
Sposób oceny	S-1	Ocena formująca: Countinous rating of student progress
Sposób oceny	S-2	Ocena podsumowująca: Test exam rating
Kryteria oceny	Ocena	Kryterium oceny
	2,0
	3,0	He has basic knowledge about design the foundation of the embankment in complex geotechnical conditions
	3,5
	4,0
	4,5
	5,0

Pole	KOD	Znaczenie kodu
Zamierzone efekty kształcenia	B-A_2A_ES/D/07_U01	He can design the foundation of the embankment in complex geotechnical conditions
Odniesienie do efektów kształcenia dla kierunku studiów	B-A_2A_U21	Is able to dimension construction details in various building structures depending on the specialisation studied
	B-A_2A_U11	While formulating and solving engineering tasks, is able to integrate knowledge within the scope of the fields of science and the scientific disciplines related to civil engineering and use a systemic approach, also including non-technical aspects
	B-A_2A_U22	Is able to design, in accordance with a predefined specification including also non-technical aspects, a complex building structure or technological process appropriate for the specialisation studied and specify, at least in part, the manner of its accomplishment, using appropriate methods, techniques and tools
Cel przedmiotu	C-1	Acquainting the student with complex problems of designing of the earth structures
Treści programowe	T-W-1	Soil properties in constructions and earthworks. The impact of the compaction process on changes in soil parameters.
	T-W-2	Execution of earth construction facilities on a substrate of weak and organic soils
	T-W-3	Reconstruction and rebuilding of embankments and unstable slopes
	T-W-4	Construction types of earth dams. Factors affecting the selection of the damm location. Drainage in earth dams - their function and construction in the body and ground of dams
	T-W-5	Sealing barrier in to the body and base of the embankment - cores, screens (plastic and rigid), aprons, injection, clay veils in narrow-space trenches (performed under the cover of a thixotropic suspension)
	T-W-6	Slope stability calculation methods
	T-W-7	Control of compaction methods, and quality testing of soil embedded in the embankment (during the construction, and after that)
	T-P-1	Design exercises from earth structures: designing earth embankment dimensions founded on the weak soils, filtration calculations, slope stability calculations
Metody nauczania	M-2	Project Desing method
Sposób oceny	S-1	Ocena formująca: Countinous rating of student progress
Kryteria oceny	Ocena	Kryterium oceny
	2,0
	3,0	Studen can solve basig geotechnical problems connected to earthen structures
	3,5
	4,0
	4,5
	5,0

Pole	KOD	Znaczenie kodu
Zamierzone efekty kształcenia	B-A_2A_ES/D/07_K01	He can work with a group to achieve the desired engeneering effect.
Odniesienie do efektów kształcenia dla kierunku studiów	B-A_2A_K02	Is responsible for reliability of the obtained results of his/her work and evaluation of the work of a team of subordinates.
Odniesienie do efektów kształcenia dla kierunku studiów	B-A_2A_K08	Understands the need to communicate to the society the knowledge on the subject of civil engineering, formulates and presents information and opinions in a generally understandable manner with justification of various points of view.
Cel przedmiotu	C-1	Acquainting the student with complex problems of designing of the earth structures
Treści programowe	T-W-1	Soil properties in constructions and earthworks. The impact of the compaction process on changes in soil parameters.
	T-W-2	Execution of earth construction facilities on a substrate of weak and organic soils
	T-W-3	Reconstruction and rebuilding of embankments and unstable slopes
	T-W-4	Construction types of earth dams. Factors affecting the selection of the damm location. Drainage in earth dams - their function and construction in the body and ground of dams
	T-W-5	Sealing barrier in to the body and base of the embankment - cores, screens (plastic and rigid), aprons, injection, clay veils in narrow-space trenches (performed under the cover of a thixotropic suspension)
	T-W-6	Slope stability calculation methods
	T-W-7	Control of compaction methods, and quality testing of soil embedded in the embankment (during the construction, and after that)
	T-P-1	Design exercises from earth structures: designing earth embankment dimensions founded on the weak soils, filtration calculations, slope stability calculations
Metody nauczania	M-1	Lectures method
Metody nauczania	M-2	Project Desing method
Sposób oceny	S-1	Ocena formująca: Countinous rating of student progress
Kryteria oceny	Ocena	Kryterium oceny
	2,0
	3,0	Studen can solve basig geotechnical problems connected to earthen structures by cooparateing with the rest of his team
	3,5
	4,0
	4,5
	5,0