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Year/Semester of Study | 1 / Fall Semester | ||||
Level of Course | 2nd Cycle Degree Programme | ||||
Type of Course | Optional | ||||
Department | GEOLOGY ENGINEERING | ||||
Pre-requisities and Co-requisites | None | ||||
Mode of Delivery | Face to Face | ||||
Teaching Period | 14 Weeks | ||||
Name of Lecturer | MUTLUHAN AKIN (mutluhanakin@nevsehir.edu.tr) | ||||
Name of Lecturer(s) | |||||
Language of Instruction | Turkish | ||||
Work Placement(s) | None | ||||
Objectives of the Course | |||||
The chaotic structure of rock-carved structures is the geological and engineering structure of the rock mass in which they are located combined with their characteristics, these areas become more vulnerable to disasters. With this course, it is aimed to understand the geoengineering problems observed in rock-hewn spaces excavated in the historical period and in the current period, especially in weak rock masses, and to explain the solution projects that can be developed against different problems. |
Learning Outcomes | PO | MME | |
The students who succeeded in this course: | |||
LO-1 | To have knowledge about the problems observed in rock-hewn structures and their solutions |
PO-1 An ability to apply knowledge of basic engineering sciences and earth sciences for the solution of geological engineering problems. PO-2 An ability to identify, formulate, and solve geological engineering problems and knowledge of contemporary issues. PO-3 An ability to design field experiments, as well as analyze and interpret data for a predifined engineering purpose. PO-4 An ability to obtain to determine, identify, formulate and solve complex engineering problems and with this purpose in mind, to be able to choose proper methods of analysis and modeling. PO-5 An ability to acquire to design and use modern tools and products which are developed for earth sciences and engineering practices in a way that meets certain needs. PO-6 An ability to design and carry out experiments, collect data, analyze results and interpret them in order to investigate problems of geological engineering. |
Examination Presentation |
LO-2 | Being able to classify the effect of ground conditions on research methods |
PO-1 An ability to apply knowledge of basic engineering sciences and earth sciences for the solution of geological engineering problems. PO-2 An ability to identify, formulate, and solve geological engineering problems and knowledge of contemporary issues. PO-3 An ability to design field experiments, as well as analyze and interpret data for a predifined engineering purpose. PO-4 An ability to obtain to determine, identify, formulate and solve complex engineering problems and with this purpose in mind, to be able to choose proper methods of analysis and modeling. PO-5 An ability to acquire to design and use modern tools and products which are developed for earth sciences and engineering practices in a way that meets certain needs. PO-6 An ability to design and carry out experiments, collect data, analyze results and interpret them in order to investigate problems of geological engineering. |
Examination Presentation |
PO: Programme Outcomes MME:Method of measurement & Evaluation |
Course Contents | ||
Within the scope of the course, the geoengineering problems observed in the rock-hewn structures in Cappadocia and some other regions will be presented with examples and theoretical information will be presented during the sampling. Techniques to examine and eliminate these instability problems are also included in the course content. | ||
Weekly Course Content | ||
Week | Subject | Learning Activities and Teaching Methods |
1 | Rock-hewn structures and their characteristics | In Class education |
2 | Several examples of rock-hewn structures in Cappadocia and other regions | In Class education |
3 | Geoengineering problems in rock-hewn structures, case studies | In Class education |
4 | Geoengineering problems in rock-hewn structures, case studies | In Class education |
5 | Investigation methods in rock-hewn structures | In Class education |
6 | In-situ Observations, Detailed Examination and Special Studies | In Class education |
7 | Existence of water in rock-hewn structures and water-related problems | In Class education |
8 | mid-term exam | |
9 | Discontinuity survey in rock-hewn structures | In Class education |
10 | Discontinuity controlled failures in rock-hewn spaces | In Class education |
11 | In-situ tests in rock-hewn structures | In Class education |
12 | Weathering and related problems in rock-hewn structures | In Class education |
13 | Stabilization methods in rock-hewn structures | In Class education |
14 | Stabilization methods in rock-hewn structures | In Class education |
15 | A general overview of rock-hewn regulation | In Class education |
16 | final exam | |
Recommend Course Book / Supplementary Book/Reading | ||
1 | Geotechnical Control Office Engineering Development Department, Geotechnical Manual for Slopes, Hong Kong, 1984 (Sec. Ed.) | |
2 | Kayadan Oyma Yapılarda Meydana Gelen Çökmelerden Kaynaklı Afetlerin Değerlendirilmesine Yönelik Teknik Kılavuz | |
Required Course instruments and materials | ||
Textbook, lecture notes, computer and related software. |
Assessment Methods | |||
Type of Assessment | Week | Hours | Weight(%) |
mid-term exam | 8 | 1 | 40 |
Other assessment methods | |||
1.Oral Examination | |||
2.Quiz | |||
3.Laboratory exam | |||
4.Presentation | |||
5.Report | |||
6.Workshop | |||
7.Performance Project | |||
8.Term Paper | |||
9.Project | |||
final exam | 16 | 1 | 60 |
Student Work Load | |||
Type of Work | Weekly Hours | Number of Weeks | Work Load |
Weekly Course Hours (Theoretical+Practice) | 3 | 14 | 42 |
Outside Class | |||
a) Reading | 1 | 10 | 10 |
b) Search in internet/Library | 2 | 14 | 28 |
c) Performance Project | 0 | ||
d) Prepare a workshop/Presentation/Report | 0 | ||
e) Term paper/Project | 0 | ||
Oral Examination | 0 | ||
Quiz | 0 | ||
Laboratory exam | 0 | ||
Own study for mid-term exam | 7 | 7 | 49 |
mid-term exam | 1 | 1 | 1 |
Own study for final exam | 7 | 7 | 49 |
final exam | 1 | 1 | 1 |
0 | |||
0 | |||
Total work load; | 180 |