Lesson 5 of 13 • 13 upvotes • 13:50mins
Case-3- Soil mass with Surcharge and Water Table below the Depth from ground level. Case-4- Soil mass with capillary fringes (Soil is saturated above the ground water table by Capillary fringes) (Effective stress determination) # Concept of negative Pore water pressure is discussed
13 lessons • 2h 41m
Course Overview (in Hindi)
4:30mins
Effective Stress Concept (in HIndi)
14:45mins
Defination's (Total Stress| Pore Water Pressure| Effective Steess) and Case-1 (in Hindi)
14:34mins
Case-2- GWT Rises Below GL (in Hindi)
13:15mins
Soil mass with Surcharge and GWT below GL | Case-4- Soil mass with Capillary Fringes (in Hindi)
13:50mins
(When Surcharge applied Gradually) Calculation of Effective Stress (in Hindi)
14:52mins
When Surcharge Applied Suddenly| Case-6-Partially saturated soil
14:03mins
Permeability & velocity concept
13:19mins
Constant & Variable head Permeability test
14:29mins
Permeability Det. -Indirect methods
12:53mins
Permeability det.- Pumping out & In method
9:39mins
Factors Affecting Permeability (Part 1)
11:53mins
Factors affecting permeability (Part-2)
8:55mins