01RKQNF, 01RKQMX, 03RKQNW

A.A. 2021/22

Course Language

Inglese

Course degree

Master of science-level of the Bologna process in Ingegneria Per L'Ambiente E Il Territorio - Torino

Master of science-level of the Bologna process in Ingegneria Civile - Torino

Master of science-level of the Bologna process in Petroleum And Mining Engineering (Ingegneria Del Petrolio E Mineraria) - Torino

Course structure

Teaching | Hours |
---|---|

Lezioni | 51 |

Esercitazioni in aula | 9 |

Teachers

Teacher | Status | SSD | h.Les | h.Ex | h.Lab | h.Tut | Years teaching |
---|---|---|---|---|---|---|---|

Deangeli Chiara | Professore Associato | ING-IND/28 | 50 | 0 | 0 | 0 | 7 |

Teaching assistant

Context

SSD | CFU | Activities | Area context |
---|---|---|---|

ING-IND/28 | 6 | B - Caratterizzanti | Ingegneria per l'ambiente e il territorio |

2021/22

The course aims at the evaluation of the stability of natural and man-made slopes, cuts and excavations.
The first part of the course focuses on the identification of landslide types and processes and the causes of movement in soil and rock slopes. Particular attention is given to the role of rainfalls in landslide triggering.
The second part of the course focuses on: 1) the engineering methods used to analyze slope stability for the different kinematisms; 2) the strength parameters to adopt in the analysis; 3) improvement of the safety factor

The course aims at the evaluation of the stability of natural and man-made slopes, cuts and excavations.
The first part of the course focuses on the identification of landslide types and processes and the causes of movement in soil and rock slopes. Particular attention is given to the role of rainfalls in landslide triggering. Furthermore, some lectures are focused on Fundamentals of Landslide risk analysis.
The second part of the course focuses on: 1) the engineering methods used to analyze slope stability for the different kinematisms; 2) the strength parameters to adopt in the analysis; 3) improvement of the safety factor

At the end of the course students should be able to:
- Identify landslide kinematisms and the triggering mechanisms
- Select the proper method of slope stability analysis
- Select the appropriate shear strength parameters
- Evaluate the degree of stability of the slope
- Select mitigation and stabilization techniques

At the end of the course students should be able to:
- Identify landslide kinematisms and the triggering mechanisms
- Select the proper method of slope stability analysis
- Select the appropriate shear strength parameters
- Evaluate the degree of stability of the slope
- Know the main aspects of risk analysis
- Select mitigation and stabilization techniques

The student must know the fundamental principles of Physics I; Applied geology; Geotechnics; Geomechanics; Hydraulics.

The student must know the fundamental principles of Physics I; Applied geology; Hydraulics; Geomechanics.
In particular the main principles of soil mechanics are considered a compulsory prerequirement and are not explained in class. In the web site of the course recorded lectures on these main principles of soil mechanics will be available.

A. Classification and description of kinematisms and causes of movement
I. Natural and Artificial Slopes
II. Identification and classification of slope movements
III. Description of different kinematisms
IV. Landslide triggering mechanisms
B. Methods of stability analysis
I. Numerical and Analytical methods of slope stability
II. The Limit Equilibrium method: the infinite slope and the methods of slices
III. Soil slope stability analysis with the Limit Equilibrium method. Drained and Undrained conditions. Shear strength parameters
IV. Rock slope stability analysis with the Limit Equilibrium method: Planar failure, Wedge failure, Toppling failure
V. Rockfall: factors affecting the process and analysis of motion
VI. Description of some mitigation and stabilization techniques
VII. Slope stability in dynamic conditions

A. Classification and description of kinematisms and causes of movement
I. Natural and Artificial Slopes
II. Identification and classification of slope movements
III. Description of different kinematisms
IV. Landslide triggering mechanisms
B. Methods of stability analysis
I. Numerical and Analytical methods of slope stability
II. The Limit Equilibrium method: the infinite slope and the methods of slices
III. Soil slope stability analysis with the Limit Equilibrium method. Drained and Undrained conditions. Shear strength parameters
IV. Rock slope stability analysis with the Limit Equilibrium method: Planar failure, Wedge failure, Toppling failure
V. Rockfall: factors affecting the process and analysis of motion
VI. Risk analysis and Description of some mitigation and stabilization techniques
VII. Slope stability in dynamic conditions

The course is organized in theoretical lectures and practical lessons.
During the practical lessons the students have to solve exercises by applying the theory explained in lectures.
Two practical lessons are devoted to verify the stability of a slope with a software. Each student has to calculate the safety factor of a slope with given paramenters. A global sensitivity analysis, based on the the students' calculations is carried out.

The course is organized in theoretical lectures and practical lessons.
During the practical lessons the students have to solve exercises by applying the theory explained in lectures.
Two practical lessons are devoted to verify the stability of a slope with a software. Each student has to calculate the safety factor of a slope with given paramenters. A global sensitivity analysis, based on the the students' calculations is carried out.

Reference Books:
• Landslides: Investigation and mitigation Transportation Research Board, National Academy Press, Washington, 1996.
• Rock Slope Stability Analysis, Giani G.P., Balkema, Rotterdam, 1993
• Rock Slope Engineering, Duncan & Christopher, based on the Hoek E. & Bray J.W. 3rd ed., London, 4th edition Spon Press- Taylor & Francis Group
The slides presented during lectures will be periodically uploaded on the web site of the course

Reference Books:
• Landslides: Investigation and mitigation Transportation Research Board, National Academy Press, Washington, 1996.
• Rock Slope Stability Analysis, Giani G.P., Balkema, Rotterdam, 1993
• Rock Slope Engineering, Duncan & Christopher, based on the Hoek E. & Bray J.W. 3rd ed., London, 4th edition Spon Press- Taylor & Francis Group
The slides presented during lectures will be periodically uploaded on the web site of the course

The exam is aimed at evaluating knowledge, competences and skills acquired during the course. The student should be able to carry out stability analyses, to select strength parameters and to evaluate the effect of water pressure in a given case.
The exam consists of a written test, closed books. The use of mobile phones or PDAs is not allowed during the exam. A pocket calculator is required. The test is organized as follows:
- Multiple-choice questions (8/30 points). These questions are aimed at evaluating the general knowledge of the student acquired during the course
- Two open questions (8/30 points). These questions, to be contained in not more than 2 A4 pages, are aimed at evaluating the ability of the student to discuss topics explained in class
- Three exercises (14/30 points). The exercises are aimed at evaluating the skills of the students in solving practical problems
The duration of the exam is 2 hours

Gli studenti e le studentesse con disabilità o con Disturbi Specifici di Apprendimento (DSA), oltre alla segnalazione tramite procedura informatizzata, sono invitati a comunicare anche direttamente al/la docente titolare dell'insegnamento, con un preavviso non inferiore ad una settimana dall'avvio della sessione d'esame, gli strumenti compensativi concordati con l'Unità Special Needs, al fine di permettere al/la docente la declinazione più idonea in riferimento alla specifica tipologia di esame.

The exam is aimed at evaluating knowledge, competences and skills acquired during the course. The student should be able to carry out stability analyses, to select strength parameters and to evaluate the effect of water pressure in a given case.
The exam will be oral in a classroom of the Politecnico di Torino.
A calendar will be published on the course page after the term for exam enrollment and every day a group of students will give the exam.
The oral exam comprises 3 main questions. Questions are related to the topics explained in class. Questions consist of discussion of a given topic and/or the solution of a practical exercise.

In addition to the message sent by the online system, students with disabilities or Specific Learning Disorders (SLD) are invited to directly inform the professor in charge of the course about the special arrangements for the exam that have been agreed with the Special Needs Unit. The professor has to be informed at least one week before the beginning of the examination session in order to provide students with the most suitable arrangements for each specific type of exam.

The oral exam comprises 3 main questions. Questions are related to the topics explained in class. Questions consist of a discussion and/or e solution of a practical exercise.

The exam is aimed at evaluating knowledge, competences and skills acquired during the course. The student should be able to carry out stability analyses, to select strength parameters and to evaluate the effect of water pressure in a given case.
The exam will be oral through a platform of Politecnico di Torino. A calendar will be published on the course page after the term for exam enrollment. A group of 4-5 students will be connected contemporarily according to a calendar that will be published on the course page after the term for exam enrollment.
The oral exam comprises 3 main questions. Questions are related to the topics explained in class. Questions consist of discussion of a given topic and/or the solution of a practical exercise.
The exam duration is about 2 hours for each group of 4-5 students.

The oral exam comprises 3 main questions. Questions are related to the topics explained in class. Questions consist of a discussion and/or e solution of a practical exercise.

The assessment and grading criteria are the same of those of ONLINE and ONSITE exam.
The exam is aimed at evaluating knowledge, competences and skills acquired during the course. The student should be able to carry out stability analyses, to select strength parameters and to evaluate the effect of water pressure in a given case.
The exam will be oral in a classroom or through a platform of Politecnico di Torino. A calendar will be published on the course page after the term for exam enrollment.
The oral exam comprises 3 main questions. Questions are related to the topics explained in class. Questions consist of discussion of a given topic and/or the solution of a practical exercise.

© Politecnico di Torino

Corso Duca degli Abruzzi, 24 - 10129 Torino, ITALY

Corso Duca degli Abruzzi, 24 - 10129 Torino, ITALY