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 (16 Reviews ) 580 Students enrolled
Last updated Wed, 16-Oct-2024 Nepali
What will I learn?
  • Student will be familiar with Soil Mechanics and will be able to secure good marks in IOE Exams.

Curriculum for this course
207 Lessons 24h 1m
1.Introduction to Course
1 Lessons
  • 1. Introduction to Soil Mechanics.mp4 00:08:55
  • 1. Introduction.mp4 00:04:53
  • 2. Geotechnical problems in civil engineering and infrastructure development.mp4 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)
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!

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