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MODULE 01
1.1 Soil introduction
1.2 Three phase diagram
1.3 Soil properties
SOIL MODULE 01
MODULE 02
2.1 Water content and density
2.2 Classification of soil
2.3 Classification of soil
SOIL MODULE 02
MODULE 03
3.1 Classification of soil
3.2 Classification of soil
3.3 Classification of soil
SOIL MODULE 03
MODULE 04
4.1 Classification of soil
4.2 Clay minerals
4.3 Permeability of soil
SOIL MODULE 04
MODULE 05
5.1 Stratified soil
5.2 Aquifer
SOIL MODULE 05
MODULE 06
6.1 Effective stress concept
6.2 Capillary saturated zone
6.3 Seepage analysis
SOIL MODULE 06
MODULE 07
7.1 Flow through soil
7.2 Seepage analysis
7.3 Unconfined flow through soil
7.4 Compaction of soil
SOIL MODULE 07
MODULE 08
8.1 compaction of soil
8.2 Compressibility & consolidation
8.3 Compressibility & consolidation
SOIL MODULE 08
MODULE 09
9.1 Consolidation
9.2 Consolidation
9.3 Shear strength of the soil
SOIL MODULE 09
MODULE 10
10.1 Shear strength of the soil
10.2 Shear strength of the soil
10.3 Shear strength of the soil
SOIL MODULE 10
MODULE 11
11.1 Stress distribution in soil
11.2 Stress distribution in soil
11.3 Lateral earth pressure & retaining wall
SOIL MODULE 11
MODULE 12
12.1_Lateral earth pressure & retaining wall
12.2_Lateral earth pressure & retaining wall
12.3 Lateral earth pressure & retaining wall
MODULE 13
13.1 Bearing capacity
13.2 Bearing capacity
13.3 Bearing capacity
MODULE 14
14.1 Plate load test & Soil pressure diagrams
14.2 SPT
14.3 Pile foundation
14.4 Pile foundation
MODULE 15
15.1 Pile foundation
15.2 Pile foundation
15.3 Slopes stability
15.4 Slopes stability
Concepts through questions
Bulk and dry density
Relative density
Borrow pit
Borrowed soil
Grain size distribution -01
Grain size distribution -02
Index properties
Permeability
Confined aquifer
Unconfined aquifer
Effective stress -01
Compression index
Elastic settlement
Immediate settlement
Consolidation 01
Consolidation 02
Consolidation settlement
Box shear test
Triaxial test
Stresses in soil
Retaining wall- 01
Retaining wall -02
Retaining wall- 03
Bearing capacity -01
Bearing capacity -02
Pile foundation
Infinite slope stability