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 Underground 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	Underground Structures
Specjalność	International Construction Management
Jednostka prowadząca	Katedra Geotechniki
Nauczyciel odpowiedzialny	Zygmunt Meyer <Zygmunt.Meyer@zut.edu.pl>
Inni nauczyciele	Zygmunt Meyer <Zygmunt.Meyer@zut.edu.pl>, Grzegorz Szmechel <Grzegorz.Szmechel@zut.edu.pl>, Professor Visiting <Visiting@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
projekty	P	2	15	1,0	0,50	zaliczenie
wykłady	W	2	30	1,0	0,50	zaliczenie

Wymagania wstępne

KOD	Wymaganie wstępne
W-1	Basic of soil mechanics and geotechnical engineering

Cele przedmiotu

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

Treści programowe z podziałem na formy zajęć

KOD	Treść programowa	Godziny
projekty
T-P-1	Design exercises from underground structures. Design of tunnel elements. Rocks pressure calculations. Designing of support system and tunnel construction process.	15
		15
wykłady
T-W-1	Introduction to undeground structures. Types of undeground structures.	4
T-W-2	Shape of the cross section. Excavation and support systems.	2
T-W-3	Methods of tunneling and underground structures constructions.	4
T-W-4	Opencast methods. Excavation methods. New Austrian Tunneling Method. Continuous mechanised tunneling: TBM technologies.	6
T-W-5	Rock behaviour in tunneling design.	4
T-W-6	Monitoring and risk management in underground constructions.	2
T-W-7	Safety and ventilation of tunnels. Technical infrastructure, lighting, monitoring.	4
T-W-8	Tunnel designing. Soils and rocks pressure on support systems.	2
T-W-9	Socio-economic advantages of uderground structures. Tunnels impact on the environment.	2
		30

Obciążenie pracą studenta - formy aktywności

KOD	Forma aktywności	Godziny
projekty
A-P-1	Presence at class	15
A-P-2	Design project of underground structure.	15
		30
wykłady
A-W-1	Presence at class	15
A-W-2	Own work with literature	5
A-W-3	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 design method

Sposoby oceny

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

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
B-A_2A_ICM/D/10_W01 The student learns to solve complex geotechnical problems by himself by extending his knowledge about soil and rock mechanics and underground structures	B-A_2A_W05, B-A_2A_W07, B-A_2A_W08, B-A_2A_W10, B-A_2A_W13	—	—	C-1	T-W-3, T-W-1, T-W-5, T-W-2, T-W-4	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_ICM/D/10_U01 Student can design the underground structures in complex geotechnical conditions	B-A_2A_U01, B-A_2A_U16, B-A_2A_U11	—	—	C-1	T-W-6, T-W-8	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_ICM/D/10_K01 He can work with a group to achieve the desired engeneering effect.	B-A_2A_K03, B-A_2A_K04	—	—	C-1	T-W-9	M-1, M-2	S-1

Kryterium oceny - wiedza

Efekt kształcenia	Ocena	Kryterium oceny
B-A_2A_ICM/D/10_W01 The student learns to solve complex geotechnical problems by himself by extending his knowledge about soil and rock mechanics and underground structures	2,0
	3,0	Student has a basic knowledge about underground structures.
	3,5
	4,0
	4,5
	5,0

Kryterium oceny - umiejętności

Efekt kształcenia	Ocena	Kryterium oceny
B-A_2A_ICM/D/10_U01 Student can design the underground structures in complex geotechnical conditions	2,0
	3,0	Student can solve basic problems with design underground constructions.
	3,5
	4,0
	4,5
	5,0

Kryterium oceny - inne kompetencje społeczne i personalne

Efekt kształcenia	Ocena	Kryterium oceny
B-A_2A_ICM/D/10_K01 He can work with a group to achieve the desired engeneering effect.	2,0
	3,0	Student is aware of responsibility in designing underground structures and he know how to estimate risk in underground structures .
	3,5
	4,0
	4,5
	5,0

Literatura podstawowa

Pietro Lunardi, Design and construction of tunnels, Springer-Verlag Berlin Heidelberg, Italy, 2008
Otis Williams, Engineering and Design TUNNELS AND SHAFTS IN ROCK, Department of the Army U.S. Army Corps of Engineers Washington, Washington, 1997
ITA WG Mechanized Tunnelling, Recommendations and Guidelines for Tunnel Boring Machines (TBMs), by ITA - AITES, www.ita-aites.org, 2000
John A. Hudson, John P. Harrison, Engineering Rock Mechanics. An Introduction for the Principles, ELSEVIER SCIENCE, Amsterdam - Lausanne - New York - Oxford - Shannon - Singapore - Tokyo, 1997

Literatura dodatkowa

Giulia Viggiani, Geotechnical Aspects of Underground Construction in Soft Ground, CRC Preis Taylor & Francis, New York, 2013
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 underground structures. Design of tunnel elements. Rocks pressure calculations. Designing of support system and tunnel construction process.	15
		15

Treści programowe - wykłady

KOD	Treść programowa	Godziny
T-W-1	Introduction to undeground structures. Types of undeground structures.	4
T-W-2	Shape of the cross section. Excavation and support systems.	2
T-W-3	Methods of tunneling and underground structures constructions.	4
T-W-4	Opencast methods. Excavation methods. New Austrian Tunneling Method. Continuous mechanised tunneling: TBM technologies.	6
T-W-5	Rock behaviour in tunneling design.	4
T-W-6	Monitoring and risk management in underground constructions.	2
T-W-7	Safety and ventilation of tunnels. Technical infrastructure, lighting, monitoring.	4
T-W-8	Tunnel designing. Soils and rocks pressure on support systems.	2
T-W-9	Socio-economic advantages of uderground structures. Tunnels impact on the environment.	2
		30

Formy aktywności - projekty

KOD	Forma aktywności	Godziny
A-P-1	Presence at class	15
A-P-2	Design project of underground structure.	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	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	B-A_2A_ICM/D/10_W01	The student learns to solve complex geotechnical problems by himself by extending his knowledge about soil and rock mechanics and underground structures
Odniesienie do efektów kształcenia dla kierunku studiów	B-A_2A_W05	Has theory-based, detailed knowledge related to selected issues in civil engineering
	B-A_2A_W07	Has knowledge concerning management of construction undertakings within the technical and economic aspect
	B-A_2A_W08	Knows the principles of constructing and dimensioning of the elements of complex constructions and building structures
	B-A_2A_W10	Has knowledge concerning technical standards and norms within the scope of the specialisation studied
	B-A_2A_W13	Has knowledge of developmental trends and the most significant new achievements in civil engineering
Cel przedmiotu	C-1	Acquainting the student with complex problems of designing of the underground structures
Treści programowe	T-W-3	Methods of tunneling and underground structures constructions.
	T-W-1	Introduction to undeground structures. Types of undeground structures.
	T-W-5	Rock behaviour in tunneling design.
	T-W-2	Shape of the cross section. Excavation and support systems.
	T-W-4	Opencast methods. Excavation methods. New Austrian Tunneling Method. Continuous mechanised tunneling: TBM technologies.
Metody nauczania	M-1	Lectures method
Metody nauczania	M-2	Project design method
Sposób oceny	S-1	Ocena formująca: Countinous rating of student progress
Sposób oceny	S-2	Ocena podsumowująca: Test exam
Kryteria oceny	Ocena	Kryterium oceny
	2,0
	3,0	Student has a basic knowledge about underground structures.
	3,5
	4,0
	4,5
	5,0

Pole	KOD	Znaczenie kodu
Zamierzone efekty kształcenia	B-A_2A_ICM/D/10_U01	Student can design the underground structures in complex geotechnical conditions
Odniesienie do efektów kształcenia dla kierunku studiów	B-A_2A_U01	Is able to obtain information from literature, data bases and other properly selected sources, also in a foreign language; is able to integrate the obtained information, interpret it and evaluate it critically as well as draw conclusions, formulate and sufficiently justify opinions
	B-A_2A_U16	Is able to identify and formulate a specification of complex engineering tasks characteristic for the specialisation studied, including atypical tasks, taking into consideration their non-technical aspects
	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
Cel przedmiotu	C-1	Acquainting the student with complex problems of designing of the underground structures
Treści programowe	T-W-6	Monitoring and risk management in underground constructions.
Treści programowe	T-W-8	Tunnel designing. Soils and rocks pressure on support systems.
Metody nauczania	M-2	Project design method
Sposób oceny	S-1	Ocena formująca: Countinous rating of student progress
Kryteria oceny	Ocena	Kryterium oceny
	2,0
	3,0	Student can solve basic problems with design underground constructions.
	3,5
	4,0
	4,5
	5,0

Pole	KOD	Znaczenie kodu
Zamierzone efekty kształcenia	B-A_2A_ICM/D/10_K01	He can work with a group to achieve the desired engeneering effect.
Odniesienie do efektów kształcenia dla kierunku studiów	B-A_2A_K03	Is 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.
Odniesienie do efektów kształcenia dla kierunku studiów	B-A_2A_K04	Is aware of the necessity of sustainable development in civil engineering.
Cel przedmiotu	C-1	Acquainting the student with complex problems of designing of the underground structures
Treści programowe	T-W-9	Socio-economic advantages of uderground structures. Tunnels impact on the environment.
Metody nauczania	M-1	Lectures method
Metody nauczania	M-2	Project design method
Sposób oceny	S-1	Ocena formująca: Countinous rating of student progress
Kryteria oceny	Ocena	Kryterium oceny
	2,0
	3,0	Student is aware of responsibility in designing underground structures and he know how to estimate risk in underground structures .
	3,5
	4,0
	4,5
	5,0