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Soil Mechanics @ 45 Days

Soil Mechanics(Soil) Bachelor of Engineering(BE) videos According to syllabus of Institute of Engineering(IOE), Tribhuvan University (TU)

Intermediate
5.0 (16 reviews)
250+ Students Enrolled Nepali Updated Oct 2024

What you'll learn

Student will be familiar with Soil Mechanics and will be able to secure good marks in IOE Exams.
Course Curriculum 13 Sections • 207 Lectures
Free Preview Available: Watch "1. Introduction to Soil Mechanics.mp4" before enrolling.
1. Introduction to Soil Mechanics.mp4 Free Preview
00:08:55
1. Introduction.mp4 Free Preview
00:04:53
2. Geotechnical problems in civil engineering and infrastructure development.mp4 Free Preview
00:09:39
3. Historical development of soil mechanics.mp4
00:05:09
4. Soil formation and types.mp4
00:06:28
5. Exam questions.mp4
00:07:11
1. Introduction to soil-water-air relationship (phase diagram).mp4
00:10:32
2. Some important terms.mp4
00:21:55
3. Some important relation 1.mp4
00:02:48
4. Some important relation 2.mp4
00:02:58
5. Some important relation 3.mp4
00:05:29
6. Some important relation 4.mp4
00:05:50
7. Numerical 1 (Soil-water-air relation).mp4
00:07:54
8. Numerical 2 (Soil-water-air relation).mp4
00:09:28
9. Numerical 3 (Soil-water-air relation).mp4
00:11:01
10. Numerical 4 (Soil-water-air relation).mp4
00:06:37
11. Index properties of soil.mp4
00:09:15
12. Determination of water content (oven drying method).mp4
00:04:23
13. Determination of specific gravity (pycnometer method).mp4
00:06:52
14. Determination of field density (core cutter method).mp4
00:03:45
15. Determination of field density (sand replacement method).mp4
00:07:51
16. Particle size distribution (sieve analysis).mp4
00:12:12
17. Particle size distribution (hydrometer analysis).mp4
00:04:35
18. Consistency limits.mp4
00:10:00
19. Determination of liquid limit (Cassagrande method).mp4
00:06:01
20. Determination of plastic limit and shrinkage limit.mp4
00:11:07
21. Shrinkage parameters, Atterberg indices and Relative density.mp4
00:11:06
22. Numerical 5 (liquid limit test).mp4
00:05:26
23. Numerical 6 (relative density).mp4
00:07:57
24. Numerical 7 (Pycnometer method).mp4
00:09:34
25. Numerical 8 (Core cutter Method).mp4
00:07:54
1. Soil Identification and Classification.mp4
00:09:48
2. Textural.mp4
00:06:36
3. AASHTO.mp4
00:08:51
4. USCS.mp4
00:18:55
5. ISSCS.mp4
00:06:45
6. BSCS, MIT classification system and 3.4 application of soil classification system.mp4
00:06:42
1. soil structure and clay minerals.mp4
00:12:35
1. Introduction.mp4
00:06:13
2. Laboratory tests of soil compaction.mp4
00:05:04
3. Zero air void lines.mp4
00:04:21
4. Factors affecting compaction.mp4
00:04:33
5. Structure and engineering behavior of compacted clay.mp4
00:07:23
6. Compaction Specification.mp4
00:03:01
7. Field Control.mp4
00:03:59
8. Numerical 1.mp4
00:05:44
9. Numerical 2.mp4
00:11:47
1. Introduction.mp4
00:05:46
2. Capillary phenomenon.mp4
00:06:45
3. Effective Stress.mp4
00:07:35
4. Case 1 (submerged condition).mp4
00:04:31
5. Case 2 Partially submerged Condition.mp4
00:04:29
6. Case 3 Effect of surcharge.mp4
00:03:53
7. Case 4 Effect of capillary rise.mp4
00:04:53
8. Numerical on effective stress.mp4
00:13:53
9. Permeability of soil.mp4
00:04:34
10. Laboratory methods of determination of coefficient of permeability.mp4
00:04:24
11. Numerical on laboratory methods.mp4
00:06:57
12. Pumping out test for unconfined aqifer.mp4
00:06:41
13. Pumping out test for confined aquifer.mp4
00:03:56
14. Numerical on field test.mp4
00:04:18
15. Pumping in test.mp4
00:02:24
16. Permeability of stratified soil.mp4
00:02:23
17. Types of head and seepage forces.mp4
00:04:51
18. No flow condition.mp4
00:04:48
19. Downward flow condition.mp4
00:04:41
20. Upward flow condition and quick sand condition.mp4
00:06:43
21. Numerical on seepafe flow.mp4
00:13:07
1. Course Content of Chapter 7.mp4
00:02:58
2. Introduction.mp4
00:03:00
3. 2-D flow Laplace's equation.mp4
00:06:03
4. Flow net.mp4
00:07:37
5. Application of flow net.mp4
00:07:36
6. Numerical on flow net.mp4
00:07:56
7. Seepage through unconfined soils.mp4
00:02:23
8. Seepage through anisotropic soil condition.mp4
00:07:53
9. Seepage through an earth dam on an impervious base (with filter).mp4
00:07:58
10. Without filter.mp4
00:02:36
11. Flow through non-homogeneous sections.mp4
00:02:09
12. Protective filters.mp4
00:07:12
13. Piping failure.mp4
00:05:48
1. Course content of Chapter 8.mp4
00:02:31
2. Introduction.mp4
00:03:47
3. Boussinesq's equation.mp4
00:10:28
4.1. Westergaard's equation.mp4
00:05:04
4.2. Comparison of IB and Iw.mp4
00:02:53
5. Isobar diagrams.mp4
00:06:07
6. Vertical stress distribution on hz. plane.mp4
00:03:17
7. Vertical stress distribution on v. plane.mp4
00:03:20
8. Vertical Stress beneath loaded areas.mp4
00:11:15
9. Numerical on line load.mp4
00:03:43
10. Vertical stress due to strip load (point below center of strip).mp4
00:09:17
11. Vertical stress due to strip load (point not below center of strip).mp4
00:05:50
12. Numerical on strip load.mp4
00:08:40
13. Vertical stress due to loaded circular area.mp4
00:08:19
14. Numerical on loaded circular area.mp4
00:05:19
15. Vertical stress due to uniformly loaded rectangular area.mp4
00:08:20
16. Numerical on Uniformly Loaded Rectangular Area.mp4
00:07:51
17. Newmark's Influence Chart.mp4
00:09:23
18. Approxiamate Stress Distribution Method.mp4
00:06:31
19. Numerical on Approxiamate method.mp4
00:04:22
1. Course content of Chapter 9.mp4
00:03:03
2. Introduction.mp4
00:04:09
3. Contact Pressure and Settlement Profile.mp4
00:03:35
4. Fundamentals of Consolidation.mp4
00:04:19
5. Terzaghi's Spring Analogy.mp4
00:05:51
6. 1-Dimensional Consolidation Test.mp4
00:03:33
7. Void Ratio-Pressure plot.mp4
00:07:17
8. Normally consolidated and over consolidated soil.mp4
00:04:21
9. Determination of pre-consolidation pressure.mp4
00:03:39
10. Field Consolidation Curve for normally consolidated clay.mp4
00:05:37
11. Field Consolidation Curve for over consolidated soil.mp4
00:05:35
12. Compression Index and Swell Index.mp4
00:07:31
13. Calculation of Settlement from 1D-Consolidation.mp4
00:12:18
14. Secondary Consolidation Settlement.mp4
00:05:03
15. Numerical 1 on consolidation settlement.mp4
00:05:31
16. Numerical 2 on consolidation settlement.mp4
00:08:04
17. Time Rate of consolidation.mp4
00:13:29
18. Solution of Basic Differential Equation of Consolidation.mp4
00:11:49
19. Logarithm of time fitting method.mp4
00:06:24
20. Square root of time fitting method.mp4
00:05:21
21. Calculation of consolidation settlement under a foundation.mp4
00:02:49
22. Methods of accelerating consolidation settlement.mp4
00:05:44
23. Numerical.mp4
00:08:16
24. Numerical.mp4
00:03:29
1. Introduction.mp4
00:05:44
2. Mohr-Coulomb Failure Criteria.mp4
00:04:54
3. Inclination of Plane of Failure Caused by Shear.mp4
00:10:30
4. Mohr_s Circle.mp4
00:03:34
5. Proof for Mohr_s Circle.mp4
00:06:09
6. Relation between major and minor principal stress.mp4
00:07:50
7. Laboratory tests for determining shear strength.mp4
00:04:32
8. Direct Shear Test.mp4
00:06:15
9. General Tri-axial Shear Test.mp4
00:05:46
10. Types of Tri-axial Test.mp4
00:05:11
11. Unconfined Compression Test on Saturated Clay.mp4
00:05:28
12. Stress Path.mp4
00:04:13
13. Vane Shear Test.mp4
00:07:44
14. Emperical relation between Cu and effective overburden pressure.mp4
00:02:24
15. Shear strength of unsaturated or partially saturated clays.mp4
00:05:32
16. Shear strength of sand.mp4
00:05:32
17. Numerical 1.mp4
00:05:42
18. Numerical 2.mp4
00:07:42
19. Numerical 3.mp4
00:08:24
1. Introduction.mp4
00:10:00
2. Infinite slopes and translation slides.mp4
00:04:20
3. Types of Slope failure.mp4
00:04:35
4. Factor of safety.mp4
00:07:29
5. Stability analysis of infinite slopes.mp4
00:10:58
6. Infinite Slopes with steady state seepage.mp4
00:09:13
7. Finite Slopes.mp4
00:04:06
8. Analysis of finite slopes.mp4
00:02:49
9. Mass procedure-slopes in homogenous clay.mp4
00:09:41
10. method of slices.mp4
00:10:39
11. Location of the most critical circle.mp4
00:07:24
12. Friction Circle Method.mp4
00:10:54
13. Taylor's Stability Number.mp4
00:04:23
14. Simplified Bishop Method.mp4
00:09:26
15. Stability Coefficients.mp4
00:04:09
16. Numerical 1.mp4
00:07:13
17. Numerical 2.mp4
00:05:30
2075 Baisakh|1. Question No. 1.mp4
00:01:51
2075 Baisakh|2. Question No. 2.mp4
00:05:27
2075 Baisakh|3. Question No.3.mp4
00:06:21
2075 Baisakh|4. Question No. 4.mp4
00:02:47
2075 Baisakh|5. Question No.5.mp4
00:11:04
2075 Baisakh|6. Question No.6.mp4
00:11:14
2075 Baisakh|7. Question No.7.mp4
00:15:30
2075 Baisakh|8. Question No.8.mp4
00:11:39
2075 Baisakh|9. Question No.9.mp4
00:10:03
2075 Baisakh|10. Question No.10.mp4
00:05:12
2075 Baisakh|11. Question No.11.mp4
00:06:23
2076 Baisakh|1. Question No.1.mp4
00:02:32
2076 Baisakh|2. Question No.2.mp4
00:10:31
2076 Baisakh|3. Question No.3.mp4
00:07:04
2076 Baisakh|4. Question No.4.mp4
00:04:09
2076 Baisakh|5. Question No.5.mp4
00:06:30
2076 Baisakh|6. Question No.6.mp4
00:15:13
2076 Baisakh|7. Question No.7.mp4
00:11:25
2076 Baisakh|8. Question No.8.mp4
00:07:59
2076 Baisakh|9. Question No.9.mp4
00:17:11
2076 Baisakh|10. Question No.10.mp4
00:22:47
2076 Baisakh|11. Question No.11.mp4
00:07:35
2077 Chaitra|1. Question No. 1.mp4
00:02:28
2077 Chaitra|2.1 Question No 2.a. and 2.b.mp4
00:06:52
2077 Chaitra|2.2 Question No. 2.c.mp4
00:06:31
2077 Chaitra|3. Question No.3.mp4
00:06:30
2077 Chaitra|4. Question No. 4.mp4
00:02:29
2077 Chaitra|5. Question No. 5.mp4
00:05:28
2077 Chaitra|6. Question No. 6.mp4
00:09:46
2077 Chaitra|7. Question No. 7.mp4
00:11:05
2077 Chaitra|8.1 Question No. 8a. and 8b-.mp4
00:06:44
2077 Chaitra|8.2 Question No. 8c.mp4
00:07:25
2077 Chaitra|9. Question No.9.mp4
00:11:56
2077 Chaitra|10. Question No.11.mp4
00:11:14
2077 Chaitra|11. Question No. 11.mp4
00:03:42
2078 Baisakh|1. Question No.1.mp4
00:02:05
2078 Baisakh|2. Question No.2.mp4
00:08:18
2078 Baisakh|3. Question No.3.mp4
00:09:02
2078 Baisakh|4. Question No.4.mp4
00:02:49
2078 Baisakh|5. Question No.5.mp4
00:07:22
2078 Baisakh|6. Question No.6.mp4
00:14:40
2078 Baisakh|7. Question No.7.mp4
00:05:55
2078 Baisakh|8. Question No.8.mp4
00:09:11
2078 Baisakh|9. Question No.9.mp4
00:08:22
2078 Baisakh|10. Question no.10.mp4
00:07:49
2078 Baisakh|11. Question No.11.mp4
00:04:17

Requirements

  • Students must be enrolled in Civil Engineering (Fourth Semester)

Course Description

The videos herein are strictly based on syllabus of Institute of Engineering Tribhuvan University, Nepal promoting "e-Learning in Nepal" and are made with intention to provide guidance to the "Bachelor in Engineering(BE) appearing students", for securing good results. The course tries to cover all the basics of Soil Mechanics. This course also comprises with solution of most frequently asked questions in final exam of BE with numerical. We strongly believe that, viewers will be benefited from these videos and the thirst of curiosity of viewers will be quenched! Feedbacks and suggestion to improve are always welcome and highly appreciated!

Instructor

M
Mero School Academic Team

Senior Academic Instructor • Mero School E-Learning