Geotechnology
Description: Basic information on the structure, properties of rocks natural geological processes and variability of geotechnical engineering conditions. Basic laws of soil mechanics, methods of determining stresses in soils, the theory of limiting stress state and its applications, soil deformations and their change over time.
Amount of credits: 5
Пререквизиты:
- Mechanical Engineering
Course Workload:
| Types of classes | hours |
|---|---|
| Lectures | 15 |
| Practical works | |
| Laboratory works | 30 |
| SAWTG (Student Autonomous Work under Teacher Guidance) | 30 |
| SAW (Student autonomous work) | 75 |
| Form of final control | Exam |
| Final assessment method | Oral Form |
Component: Component by selection
Cycle: Base disciplines
Goal
- Ability to analyze engineering and geological conditions for the purpose of further use of this material at the construction site.
Objective
- Consolidation of theoretical knowledge of the discipline. i.e. acquaintance with the properties of soils and their application in construction, familiarity with the regulatory and reference literature.
Learning outcome: knowledge and understanding
- Mastery of basic knowledge in the field of natural science disciplines, contributing to the formation of a highly educated person with a broad outlook and culture of thinking.
Learning outcome: applying knowledge and understanding
- Ability to independently apply methods and means of knowledge in solving a wide range of problems related to the design of foundations and foundations.
Learning outcome: formation of judgments
- To know the requirements for the content and nature of work in modern production, the main occupations of the road industry, in the design, construction and operation of roads.
Learning outcome: communicative abilities
- To conduct teaching and educational work. The ability to apply standard methods of calculation of elements and units of building structures, to perform design work and draw up design and technological documentation according to standards, technical conditions and other regulatory documents, including the use of computer-aided design.
Learning outcome: learning skills or learning abilities
- Have an understanding of the state of basic scientific and technical problems, perspectives and interconnections of the development of professional training, as well as related areas of professional activity. Carry out communication in the professional environment and in society as a whole, including in a foreign language; analyze existing and develop independently technical documentation; clearly state and defend the results of complex engineering activities in the enterprises of construction and installation complex and in industry research organizations.
Teaching methods
- Traditional technologies are provided for teaching the discipline: classroom and independent work of students. Lecture course is presented in multimedia form. When presenting lecture material at the beginning and at the end of the lecture motivational speech is used. Text, audio and video information, graphs, tables etc. are used in the lecture-presentation. Laboratory classes are held in a laboratory equipped with modern soil testing equipment.
Assessment of the student's knowledge
Teacher oversees various tasks related to ongoing assessment and determines students' current performance twice during each academic period. Ratings 1 and 2 are formulated based on the outcomes of this ongoing assessment. The student's learning achievements are assessed using a 100-point scale, and the final grades P1 and P2 are calculated as the average of their ongoing performance evaluations. The teacher evaluates the student's work throughout the academic period in alignment with the assignment submission schedule for the discipline. The assessment system may incorporate a mix of written and oral, group and individual formats.
| Period | Type of task | Total |
|---|---|---|
| 1 rating | Protection of laboratory works 1 to 5 | 0-100 |
| Minerals and rocks. Minerals. | ||
| Seismic phenomena. Earthquakes and their types. | ||
| Classification of groundwater. П | ||
| Rubric control | ||
| 2 rating | Protection of laboratory works from 5 to 8. | 0-100 |
| The composition and scope of engineering and geological surveys. | ||
| Soil Mechanics. | ||
| Water permeability of soils, the law of laminar filtration. | ||
| Foundations and Foundations. | ||
| Rubric control | ||
| Total control | Exam | 0-100 |
The evaluating policy of learning outcomes by work type
| Type of task | 90-100 | 70-89 | 50-69 | 0-49 |
|---|---|---|---|---|
| Excellent | Good | Satisfactory | Unsatisfactory |
Evaluation form
The student's final grade in the course is calculated on a 100 point grading scale, it includes:
- 40% of the examination result;
- 60% of current control result.
The final grade is calculated by the formula:
| FG = 0,6 | MT1+MT2 | +0,4E |
| 2 |
Where Midterm 1, Midterm 2are digital equivalents of the grades of Midterm 1 and 2;
E is a digital equivalent of the exam grade.
Final alphabetical grade and its equivalent in points:
The letter grading system for students' academic achievements, corresponding to the numerical equivalent on a four-point scale:
| Alphabetical grade | Numerical value | Points (%) | Traditional grade |
|---|---|---|---|
| A | 4.0 | 95-100 | Excellent |
| A- | 3.67 | 90-94 | |
| B+ | 3.33 | 85-89 | Good |
| B | 3.0 | 80-84 | |
| B- | 2.67 | 75-79 | |
| C+ | 2.33 | 70-74 | |
| C | 2.0 | 65-69 | Satisfactory |
| C- | 1.67 | 60-64 | |
| D+ | 1.33 | 55-59 | |
| D | 1.0 | 50-54 | |
| FX | 0.5 | 25-49 | Unsatisfactory |
| F | 0 | 0-24 |
Topics of lectures
- Introduction
- Types of soils
- Classification of soils and their characteristics
- The main characteristics of soils
- Changing the properties of soils under the influence of external factors
- Basic physical and mechanical properties of special soils
- Basic physical and mechanical properties of special soils
- Classification of foundations and foundations, Basic concepts
- Classification of soils according to the group of limiting states
- Classification of soils according to the group of limiting states
- Foundations and Foundations
- Pile foundations
- Calculation of finite deformations of foundations
Key reading
- Ilyichev V., Mangushev R., (eds.) Handbook of Geotechnics. Pamati un pamati un pazemes konstrukcijas. 2018, izdevis Būvniecības augstskolu asociācija. 1034 с.
- Mangushev R.A., Osokin A.I. Sanktpēterburgas ģeotehnika: Monogrāfija. - Maskava: Izdevniecība ASV, 2010. - 264 с.
- Ģeotehnikas rokasgrāmata. Foundations, Foundations and Underground Structures / Edited by V.A. Ilyichev and R.A. Mangushev. - Maskava: Izdevniecība ASV, 2014. -728 с.
- Zakharov M.S., Mangushev R.A. Engineering-geological and engineering-geotechnical surveys in construction: Textbook / edited by R.A. Mangushev / M.S. Zakharov, R.A. Mangushev. - M., SPb.: Izdevniecība ASV, 2014. -176 с.
- Pyankov S.A. Mechanics of soils: textbook / Ulyanovsk: UlGTU, 2018-195 p.
- Adikov M.T., Isakhanov E.A. Metodiskie norādījumi inženierģeoloģiskās prakses veikšanai. - Almati: KazATC, 2005.
- Bugrov A.K. Mechanics of soils: textbook / SPb Publishing house of Polytechnic University, 2011 -287 p.
- Abukhanov A.Z. Gruntu mehānika. M., 2016.- 334.
Further reading
- Dobrov E.M. Engineering Geology: Textbook. -M.: Iz. Academia Centre, 2008. - 224 с.
- Dalmatov B.I., Bronin V.N., Karlov V.D. et al. Pamati un pamati. P.2 Ģeotehnikas principi. - М.: АВВ, 2002. - 392 с.
- Ukhov S.B., Semenov V.V., Znamenskii V.V. et al. Grunts mehānika, pamati un pamati. - Maskava: Vidusskola, 2002. - 566 с.
- Tsytovich N.A. Mehānika augsnes. - Maskava: ASV Publisher, 1983. - 288 с.
- Ananyev V.P., Peredelsky L.V. Engineering Geology and Hydrogeology. - Maskava: vidusskola, 1980. - 271 с.
- Peshkovsky A.M., Pereskokova T.M. Engineering Geology. - Maskava: vidusskola, 1980. - 271 с.
- Dalmatov B.I., Bronin V.N., Karlov V.D. et al. Grunts mehānika. 1. daļa Ģeotehnikas pamati būvniecībā. - М.: АСВ, 2000. - 204 с.
- Būvniecības normas un noteikumi: Ēku un konstrukciju pamati: SNiP RK 5.01.01 - 2002. - Astana, 2002. - 83 с.