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Effect of Water table on Ult. Bearing capacity (1)
Lesson 12 of 21 • 17 upvotes • 14:56mins
Dhananjay Pandya
When water level lies at depth (Z) in Below and Above foundation level Case-1 Z > B Case-2 0 > Z >= B Case-3 0 > Z > Df Remember - In case-2 , the depth of zone-2 = width of foundation, that's why in calculation of Yeff.(Gamma effect.) We taken 'B' me numerator.
(Hindi) Shallow Foundation: GATE (CE)
21 lessons • 3h 48m
1
Course Overview (in Hindi)
2:38mins
2
Basics of Foundation (in Hindi)
6:41mins
3
Shallow foundation - Shear criteria (1)
4:32mins
4
Shallow foundation- Shear criteria (2)
1:53mins
5
Foundation basics - Shear criteria (Breif Explanation)
14:57mins
6
Shallow Foundation-Settlement criteria
9:58mins
7
Settlement Criteria - Types of failure
13:12mins
8
Terzaghi Theory - Assumptions.
13:17mins
9
Terzaghi Theory- Det. Of Ultimate bearing Capacity
15:00mins
10
Skempton & Meyerhof Theory
15:00mins
11
IS Code method {IS-6403-1981}
9:05mins
12
Effect of Water table on Ult. Bearing capacity (1)
14:56mins
13
Effect of Water table on Ult. Bearing capacity (2)
10:34mins
14
Plate load Test.
15:00mins
15
Plate load test- Ult. bearing capacity
8:43mins
16
Plate load test- Det. Of settlement Pressure
9:13mins
17
Standard Penetration Test
14:29mins
18
Standard Penetration Test- Correction Factor
14:56mins
19
Standard Penetration Test- Bearing Capacity
10:56mins
20
Elastic settlement and contact pressure
11:48mins
21
Numericals
11:26mins
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