THE AIM OF THE COURSE IS TO PROVIDE THE BASIC KNOWLEDGE OF THE SOIL MECHANICS AND GEOTECHNICAL ENGINEERING PRINCIPLES.
	
	Curriculum
									
									
									scheda docente
									
									materiale didattico
									
																			
1. Characteristics of soils
• origin of natural soils, marine and continental environment
• identification and classification of soils
2. Porous continuous medium model
• review on stress analysis, Mohr circle
• review on strain analysis, volume change and distortion
• principle of effective stresses
• equations of equilibrium and compatibility
3. Distribution of pore pressures and stress in the soil
• hydrostatic conditions, capillary rise
• filtration motions (1D only) in soils
• tests for permeability measurement
• lithostatic stress state
4. Models of elastic and plastic material
• linear elasticity; drained and not drained conditions; ideal sampling
• elements of plasticity theory (1D conditions only)
• viscosity
5. Compressibility of soils
• mechanical laboratory tests
• edometric compression test
• analysis of the consolidation process
6. Deformability and resistance of soils
• mechanical behaviour of soils under drained and undrained conditions
• TD direct shear test; TX-CID drained triaxial tests
• criteria for shear strength, critical state, undrained shear strength
• TX-UU, TX-CIU undrained triaxial tests
• in-situ geotechnical tests; SPT standard penetration test, VT vane test
7. Introduction to analysis and design of geotechnical structures
• foundation structures, stress induced by foundation loads
• calculation of foundation settlements in coarse and fine grain soils
• calculation of soil pressure (active and passive yield conditions, Rankine)
• earth retaining structures, cantilever and gravity walls
• limit equilibrium methods (Coulomb)
• limit analysis methods
• bearing capacity of a foundation
																												
- Geotechnical engineering – Lancellotta, Ed. Balkema
- Foundation analysis and design - Bowles, Ed. McGraw-Hill
																																					
																																					
																		
								
										Fruizione: 20802027 GEOTECNICA I in Ingegneria civile e ambientale L-7 R N0 GRAZIANI ALESSANDRO
Programma
Introduction to the course1. Characteristics of soils
• origin of natural soils, marine and continental environment
• identification and classification of soils
2. Porous continuous medium model
• review on stress analysis, Mohr circle
• review on strain analysis, volume change and distortion
• principle of effective stresses
• equations of equilibrium and compatibility
3. Distribution of pore pressures and stress in the soil
• hydrostatic conditions, capillary rise
• filtration motions (1D only) in soils
• tests for permeability measurement
• lithostatic stress state
4. Models of elastic and plastic material
• linear elasticity; drained and not drained conditions; ideal sampling
• elements of plasticity theory (1D conditions only)
• viscosity
5. Compressibility of soils
• mechanical laboratory tests
• edometric compression test
• analysis of the consolidation process
6. Deformability and resistance of soils
• mechanical behaviour of soils under drained and undrained conditions
• TD direct shear test; TX-CID drained triaxial tests
• criteria for shear strength, critical state, undrained shear strength
• TX-UU, TX-CIU undrained triaxial tests
• in-situ geotechnical tests; SPT standard penetration test, VT vane test
7. Introduction to analysis and design of geotechnical structures
• foundation structures, stress induced by foundation loads
• calculation of foundation settlements in coarse and fine grain soils
• calculation of soil pressure (active and passive yield conditions, Rankine)
• earth retaining structures, cantilever and gravity walls
• limit equilibrium methods (Coulomb)
• limit analysis methods
• bearing capacity of a foundation
Testi Adottati
- Lecture notes prepared by the lecturer and further suggested readings.- Geotechnical engineering – Lancellotta, Ed. Balkema
- Foundation analysis and design - Bowles, Ed. McGraw-Hill
Modalità Erogazione
Lessons, also with video presentations.Modalità Valutazione
Tutorials during the course and review of worked tutorials. Final test by oral discussion, also including the presentation of worked tutorials.
									
									
									scheda docente
									
									materiale didattico
									
																			
1. Characteristics of soils
• origin of natural soils, marine and continental environment
• identification and classification of soils
2. Porous continuous medium model
• review on stress analysis, Mohr circle
• review on strain analysis, volume change and distortion
• principle of effective stresses
• equations of equilibrium and compatibility
3. Distribution of pore pressures and stress in the soil
• hydrostatic conditions, capillary rise
• filtration motions (1D only) in soils
• tests for permeability measurement
• lithostatic stress state
4. Models of elastic and plastic material
• linear elasticity; drained and not drained conditions; ideal sampling
• elements of plasticity theory (1D conditions only)
• viscosity
5. Compressibility of soils
• mechanical laboratory tests
• edometric compression test
• analysis of the consolidation process
6. Deformability and resistance of soils
• mechanical behaviour of soils under drained and undrained conditions
• TD direct shear test; TX-CID drained triaxial tests
• criteria for shear strength, critical state, undrained shear strength
• TX-UU, TX-CIU undrained triaxial tests
• in-situ geotechnical tests; SPT standard penetration test, VT vane test
7. Introduction to analysis and design of geotechnical structures
• foundation structures, stress induced by foundation loads
• calculation of foundation settlements in coarse and fine grain soils
• calculation of soil pressure (active and passive yield conditions, Rankine)
• earth retaining structures, cantilever and gravity walls
• limit equilibrium methods (Coulomb)
• limit analysis methods
• bearing capacity of a foundation
																												
- Geotechnical engineering – Lancellotta, Ed. Balkema
- Foundation analysis and design - Bowles, Ed. McGraw-Hill
																																					
																																					
																		
								
										Fruizione: 20802027 GEOTECNICA I in Ingegneria civile e ambientale L-7 R N0 GRAZIANI ALESSANDRO
Programma
Introduction to the course1. Characteristics of soils
• origin of natural soils, marine and continental environment
• identification and classification of soils
2. Porous continuous medium model
• review on stress analysis, Mohr circle
• review on strain analysis, volume change and distortion
• principle of effective stresses
• equations of equilibrium and compatibility
3. Distribution of pore pressures and stress in the soil
• hydrostatic conditions, capillary rise
• filtration motions (1D only) in soils
• tests for permeability measurement
• lithostatic stress state
4. Models of elastic and plastic material
• linear elasticity; drained and not drained conditions; ideal sampling
• elements of plasticity theory (1D conditions only)
• viscosity
5. Compressibility of soils
• mechanical laboratory tests
• edometric compression test
• analysis of the consolidation process
6. Deformability and resistance of soils
• mechanical behaviour of soils under drained and undrained conditions
• TD direct shear test; TX-CID drained triaxial tests
• criteria for shear strength, critical state, undrained shear strength
• TX-UU, TX-CIU undrained triaxial tests
• in-situ geotechnical tests; SPT standard penetration test, VT vane test
7. Introduction to analysis and design of geotechnical structures
• foundation structures, stress induced by foundation loads
• calculation of foundation settlements in coarse and fine grain soils
• calculation of soil pressure (active and passive yield conditions, Rankine)
• earth retaining structures, cantilever and gravity walls
• limit equilibrium methods (Coulomb)
• limit analysis methods
• bearing capacity of a foundation
Testi Adottati
- Lecture notes prepared by the lecturer and further suggested readings.- Geotechnical engineering – Lancellotta, Ed. Balkema
- Foundation analysis and design - Bowles, Ed. McGraw-Hill
Modalità Erogazione
Lessons, also with video presentations.Modalità Valutazione
Tutorials during the course and review of worked tutorials. Final test by oral discussion, also including the presentation of worked tutorials.
									
									
									scheda docente
									
									materiale didattico
									
																			
1. Characteristics of soils
• origin of natural soils, marine and continental environment
• identification and classification of soils
2. Porous continuous medium model
• review on stress analysis, Mohr circle
• review on strain analysis, volume change and distortion
• principle of effective stresses
• equations of equilibrium and compatibility
3. Distribution of pore pressures and stress in the soil
• hydrostatic conditions, capillary rise
• filtration motions (1D only) in soils
• tests for permeability measurement
• lithostatic stress state
4. Models of elastic and plastic material
• linear elasticity; drained and not drained conditions; ideal sampling
• elements of plasticity theory (1D conditions only)
• viscosity
5. Compressibility of soils
• mechanical laboratory tests
• edometric compression test
• analysis of the consolidation process
6. Deformability and resistance of soils
• mechanical behaviour of soils under drained and undrained conditions
• TD direct shear test; TX-CID drained triaxial tests
• criteria for shear strength, critical state, undrained shear strength
• TX-UU, TX-CIU undrained triaxial tests
• in-situ geotechnical tests; SPT standard penetration test, VT vane test
7. Introduction to analysis and design of geotechnical structures
• foundation structures, stress induced by foundation loads
• calculation of foundation settlements in coarse and fine grain soils
• calculation of soil pressure (active and passive yield conditions, Rankine)
• earth retaining structures, cantilever and gravity walls
• limit equilibrium methods (Coulomb)
• limit analysis methods
• bearing capacity of a foundation
																												
- Geotechnical engineering – Lancellotta, Ed. Balkema
- Foundation analysis and design - Bowles, Ed. McGraw-Hill
																																					
																																					
																		
								
										Fruizione: 20802027 GEOTECNICA I in Ingegneria civile e ambientale L-7 R N0 GRAZIANI ALESSANDRO
Programma
Introduction to the course1. Characteristics of soils
• origin of natural soils, marine and continental environment
• identification and classification of soils
2. Porous continuous medium model
• review on stress analysis, Mohr circle
• review on strain analysis, volume change and distortion
• principle of effective stresses
• equations of equilibrium and compatibility
3. Distribution of pore pressures and stress in the soil
• hydrostatic conditions, capillary rise
• filtration motions (1D only) in soils
• tests for permeability measurement
• lithostatic stress state
4. Models of elastic and plastic material
• linear elasticity; drained and not drained conditions; ideal sampling
• elements of plasticity theory (1D conditions only)
• viscosity
5. Compressibility of soils
• mechanical laboratory tests
• edometric compression test
• analysis of the consolidation process
6. Deformability and resistance of soils
• mechanical behaviour of soils under drained and undrained conditions
• TD direct shear test; TX-CID drained triaxial tests
• criteria for shear strength, critical state, undrained shear strength
• TX-UU, TX-CIU undrained triaxial tests
• in-situ geotechnical tests; SPT standard penetration test, VT vane test
7. Introduction to analysis and design of geotechnical structures
• foundation structures, stress induced by foundation loads
• calculation of foundation settlements in coarse and fine grain soils
• calculation of soil pressure (active and passive yield conditions, Rankine)
• earth retaining structures, cantilever and gravity walls
• limit equilibrium methods (Coulomb)
• limit analysis methods
• bearing capacity of a foundation
Testi Adottati
- Lecture notes prepared by the lecturer and further suggested readings.- Geotechnical engineering – Lancellotta, Ed. Balkema
- Foundation analysis and design - Bowles, Ed. McGraw-Hill
Modalità Erogazione
Lessons, also with video presentations.Modalità Valutazione
Tutorials during the course and review of worked tutorials. Final test by oral discussion, also including the presentation of worked tutorials.
									
									
									scheda docente
									
									materiale didattico
									
																			
1. Characteristics of soils
• origin of natural soils, marine and continental environment
• identification and classification of soils
2. Porous continuous medium model
• review on stress analysis, Mohr circle
• review on strain analysis, volume change and distortion
• principle of effective stresses
• equations of equilibrium and compatibility
3. Distribution of pore pressures and stress in the soil
• hydrostatic conditions, capillary rise
• filtration motions (1D only) in soils
• tests for permeability measurement
• lithostatic stress state
4. Models of elastic and plastic material
• linear elasticity; drained and not drained conditions; ideal sampling
• elements of plasticity theory (1D conditions only)
• viscosity
5. Compressibility of soils
• mechanical laboratory tests
• edometric compression test
• analysis of the consolidation process
6. Deformability and resistance of soils
• mechanical behaviour of soils under drained and undrained conditions
• TD direct shear test; TX-CID drained triaxial tests
• criteria for shear strength, critical state, undrained shear strength
• TX-UU, TX-CIU undrained triaxial tests
• in-situ geotechnical tests; SPT standard penetration test, VT vane test
7. Introduction to analysis and design of geotechnical structures
• foundation structures, stress induced by foundation loads
• calculation of foundation settlements in coarse and fine grain soils
• calculation of soil pressure (active and passive yield conditions, Rankine)
• earth retaining structures, cantilever and gravity walls
• limit equilibrium methods (Coulomb)
• limit analysis methods
• bearing capacity of a foundation
																												
- Geotechnical engineering – Lancellotta, Ed. Balkema
- Foundation analysis and design - Bowles, Ed. McGraw-Hill
																																					
																																					
																		
								
										Fruizione: 20802027 GEOTECNICA I in Ingegneria civile e ambientale L-7 R N0 GRAZIANI ALESSANDRO
Programma
Introduction to the course1. Characteristics of soils
• origin of natural soils, marine and continental environment
• identification and classification of soils
2. Porous continuous medium model
• review on stress analysis, Mohr circle
• review on strain analysis, volume change and distortion
• principle of effective stresses
• equations of equilibrium and compatibility
3. Distribution of pore pressures and stress in the soil
• hydrostatic conditions, capillary rise
• filtration motions (1D only) in soils
• tests for permeability measurement
• lithostatic stress state
4. Models of elastic and plastic material
• linear elasticity; drained and not drained conditions; ideal sampling
• elements of plasticity theory (1D conditions only)
• viscosity
5. Compressibility of soils
• mechanical laboratory tests
• edometric compression test
• analysis of the consolidation process
6. Deformability and resistance of soils
• mechanical behaviour of soils under drained and undrained conditions
• TD direct shear test; TX-CID drained triaxial tests
• criteria for shear strength, critical state, undrained shear strength
• TX-UU, TX-CIU undrained triaxial tests
• in-situ geotechnical tests; SPT standard penetration test, VT vane test
7. Introduction to analysis and design of geotechnical structures
• foundation structures, stress induced by foundation loads
• calculation of foundation settlements in coarse and fine grain soils
• calculation of soil pressure (active and passive yield conditions, Rankine)
• earth retaining structures, cantilever and gravity walls
• limit equilibrium methods (Coulomb)
• limit analysis methods
• bearing capacity of a foundation
Testi Adottati
- Lecture notes prepared by the lecturer and further suggested readings.- Geotechnical engineering – Lancellotta, Ed. Balkema
- Foundation analysis and design - Bowles, Ed. McGraw-Hill
Modalità Erogazione
Lessons, also with video presentations.Modalità Valutazione
Tutorials during the course and review of worked tutorials. Final test by oral discussion, also including the presentation of worked tutorials.