Soil Mechanics

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

Intermediate 5 (13 Reviews ) 186 Students enrolled
Last updated Thu, 19-May-2022 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 0m
1.Introduction to Course
1 Lessons 8m
  • 1. Introduction to soil mechanics 8 Minutes Free
  • 1. Introduction 4 Minutes Free
  • 2. Geotechnical problems in civil engineering and infrastructure development 9 Minutes Free
  • 3. Historical development of soil mechanics 5 Minutes
  • 4. Soil formation and types 6 Minutes
  • 5. Exam questions 7 Minutes
  • 1. Introduction to soil-water-air relationship (phase diagram) 10 Minutes
  • 2. Some important terms 21 Minutes
  • 3. Some important relation 1 2 Minutes
  • 4. Some important relation 2 2 Minutes
  • 5. Some important relation 3 5 Minutes
  • 6. Some important relation 4 5 Minutes
  • 7. Numerical 1 (Soil-water-air relation) 7 Minutes
  • 8. Numerical 2 (Soil-water-air relation) 9 Minutes
  • 9. Numerical 3 (Soil-water-air relation) 11 Minutes
  • 10. Numerical 4 (Soil-water-air relation) 6 Minutes
  • 11. Index properties of soil 9 Minutes
  • 12. Determination of water content (oven drying method) 4 Minutes
  • 13. Determination of specific gravity (pycnometer method) 6 Minutes
  • 14. Determination of field density (core cutter method) 3 Minutes
  • 15. Determination of field density (sand replacement method) 7 Minutes
  • 16. Particle size distribution (sieve analysis) 12 Minutes
  • 17. Particle size distribution (hydrometer analysis) 4 Minutes
  • 18. Consistency limits 10 Minutes
  • 19. Determination of liquid limit (Cassagrande method) 6 Minutes
  • 20. Determination of plastic limit and shrinkage limit 11 Minutes
  • 21. Shrinkage parameters, Atterberg indices and Relative density 11 Minutes
  • 22. Numerical 5 (liquid limit test) 5 Minutes
  • 23. Numerical 6 (relative density) 7 Minutes
  • 24. Numerical 7 (Pycnometer method) 9 Minutes
  • 25. Numerical 8 (Core cutter Method) 7 Minutes
  • 1. Soil identification and classification 9 Minutes
  • 2. Textural 6 Minutes
  • 3. AASHTO 8 Minutes
  • 4. USCS 18 Minutes
  • 5. ISSCS 6 Minutes
  • 6. BSCS, MIT classification system and 3.4 application of soil classification system 6 Minutes
  • 1. Soil structure and clay minerals 12 Minutes
  • 1. Introduction 6 Minutes
  • 2. Laboratory tests of soil compaction 5 Minutes
  • 3. Zero air void lines 4 Minutes
  • 4. Factors affecting compaction 4 Minutes
  • 5. Structure and engineering behavior of compacted clay 7 Minutes
  • 6. Compaction specification 3 Minutes
  • 7. Field control 3 Minutes
  • 8. Numerical 1 5 Minutes
  • 9. Numerical 2 11 Minutes
  • 1. Introduction 5 Minutes
  • 2. Capillary phenomenon 6 Minutes
  • 3. Effective stress 7 Minutes
  • 4. Case 1 (submerged condition) 4 Minutes
  • 5. Case 2 Partially submerged Condition 4 Minutes
  • 6. Case 3 Effect of surcharge 3 Minutes
  • 7. Case 4 Effect of capillary rise 4 Minutes
  • 8. Numerical on effective stress 13 Minutes
  • 9. Permeability of soil 4 Minutes
  • 10. Laboratory methods of determination of coefficient of permeability 4 Minutes
  • 11. Numerical on laboratory methods 6 Minutes
  • 12. Pumping out test for unconfined aqifer 6 Minutes
  • 12. Pumping out test for unconfined aquifer 6 Minutes
  • 13. Pumping out test for confined aquifer 3 Minutes
  • 14. Numerical on field test 4 Minutes
  • 15. Pumping in test 2 Minutes
  • 16. Permeability of stratified soil 2 Minutes
  • 17. Types of head and seepage forces 4 Minutes
  • 18. No flow condition 4 Minutes
  • 19. Downward flow condition 4 Minutes
  • 20. Upward flow condition and quick sand condition 6 Minutes
  • 21. Numerical on seepafe flow 13 Minutes
  • 1. Course content of chapter 7 2 Minutes
  • 2. Introduction 3 Minutes
  • 3. 2-D flow Laplace's equation 6 Minutes
  • 4. Flow net 7 Minutes
  • 5. Application of flow net 7 Minutes
  • 6. Numerical on flow net 7 Minutes
  • 7. Seepage through unconfined soils 2 Minutes
  • 8. Seepage through anisotropic soil condition 7 Minutes
  • 9. Seepage through an earth dam on an impervious base (with filter) 7 Minutes
  • 10. Without filter 2 Minutes
  • 11. Flow through non-homogeneous sections 2 Minutes
  • 12. Protective filters 7 Minutes
  • 13. Piping failure 5 Minutes
  • 1. Course content of chapter 8 2 Minutes
  • 2. Introduction 3 Minutes
  • 3. Boussinesq's equation 10 Minutes
  • 4.1. Westergaard's equation 5 Minutes
  • 4.2. Comparison of IB and IW 2 Minutes
  • 5. Isobar diagrams 6 Minutes
  • 6. Vertical stress distribution on hz. plane 3 Minutes
  • 7. Vertical stress distribution on v. plane 3 Minutes
  • 8. Vertical Stress beneath loaded areas 11 Minutes
  • 9. Numerical on line load 3 Minutes
  • 10. Vertical stress due to strip load (point below center of strip) 9 Minutes
  • 11. Vertical stress due to strip load (point not below center of strip) 5 Minutes
  • 12. Numerical on strip load 8 Minutes
  • 13. Vertical stress due to loaded circular area 8 Minutes
  • 14. Numerical on loaded circular area 5 Minutes
  • 15. Vertical stress due to uniformly loaded rectangular area 8 Minutes
  • 16. Numerical on uniformly loaded rectangular area 7 Minutes
  • 17. Newmark's Influence Chart 9 Minutes
  • 18. Approxiamate stress distribution method 6 Minutes
  • 19. Numerical on approxiamate method 4 Minutes
  • 1. Course content of chapter 9 3 Minutes
  • 2. Introduction 4 Minutes
  • 3. Contact pressure and settlement profile 3 Minutes
  • 4. Fundamentals of consolidation 4 Minutes
  • 5. Terzaghi's Spring Analogy 5 Minutes
  • 6. 1-Dimensional consolidation test 3 Minutes
  • 7. Void ratio-pressure plot 7 Minutes
  • 8. Normally consolidated and over consolidated soil 4 Minutes
  • 9. Determination of pre-consolidation pressure 3 Minutes
  • 10. Field consolidation curve for normally consolidated clay 5 Minutes
  • 11. Field consolidation curve for over consolidated soil 5 Minutes
  • 12. Compression index and swell index 7 Minutes
  • 13. Calculation of settlement from 1D-Consolidation 12 Minutes
  • 14. Secondary consolidation settlement 5 Minutes
  • 15. Numerical 1 on consolidation settlement 5 Minutes
  • 16. Numerical 2 on consolidation settlement 8 Minutes
  • 17. Time Rate of consolidation 13 Minutes
  • 18. Solution of basic differential equation of consolidation 11 Minutes
  • 19. Logarithm of time fitting method 6 Minutes
  • 20. Square root of time fitting method 5 Minutes
  • 21. Calculation of consolidation settlement under a foundation 2 Minutes
  • 22. Methods of accelerating consolidation settlement 5 Minutes
  • 23. Numerical 8 Minutes
  • 24. Numerical 3 Minutes
  • 1. Introduction 5 Minutes
  • 2. Mohr-Coulomb Failure Criteria 4 Minutes
  • 3. Inclination of Plane of Failure Caused by Shear 10 Minutes
  • 4. Mohr_s Circle 3 Minutes
  • 5. Proof for Mohr_s Circle 6 Minutes
  • 6. Relation between major and minor principal stress 7 Minutes
  • 7. Laboratory tests for determining shear strength 4 Minutes
  • 8. Direct Shear Test 6 Minutes
  • 9. General Tri-axial Shear Test 5 Minutes
  • 11. Unconfined Compression Test on Saturated Clay 5 Minutes
  • 12. Stress Path 4 Minutes
  • 13. Vane Shear Test 7 Minutes
  • 14. Emperical relation between Cu and effective overburden pressure 2 Minutes
  • 15. Shear strength of unsaturated or partially saturated clays 5 Minutes
  • 16. Shear strength of sand 5 Minutes
  • 17. Numerical 1 5 Minutes
  • 18. Numerical 2 7 Minutes
  • 19. Numerical 3 8 Minutes
  • 1. Introduction 10 Minutes
  • 2. Infinite slopes and translation slides 4 Minutes
  • 3. Types of Slope failure 4 Minutes
  • 4. Factor of safety 7 Minutes
  • 5. Stability analysis of infinite slopes 10 Minutes
  • 6. Infinite Slopes with steady state seepage 9 Minutes
  • 7. Finite Slopes 4 Minutes
  • 8. Analysis of finite slopes 2 Minutes
  • 9. Mass procedure-slopes in homogenous clay 9 Minutes
  • 10. method of slices 10 Minutes
  • 11. Location of the most critical circle 7 Minutes
  • 12. Friction Circle Method 10 Minutes
  • 13. Taylor's Stability Number 4 Minutes
  • 14. Simplified Bishop Method 9 Minutes
  • 15. Stability Coefficients 4 Minutes
  • 16. Numerical 1 7 Minutes
  • 17. Numerical 2 5 Minutes
  • 1. 2078 Baisakh
    • 1. Question No.1 2 Minutes
    • 2. Question No.2 8 Minutes
    • 3. Question No.3 9 Minutes
    • 4. Question No.4 2 Minutes
    • 5. Question No.5 7 Minutes
    • 6. Question No.6 14 Minutes
    • 7. Question No.7 5 Minutes
    • 8. Question No.8 9 Minutes
    • 9. Question No.9 8 Minutes
    • 10. Question no.10 7 Minutes
    • 11. Question No.11 4 Minutes
    2. 2077 Chaitra
    • 1. Question No. 1 2 Minutes
    • 2.1 Question No 2.a. and 2.b 6 Minutes
    • 2.2 Question No. 2.c 6 Minutes
    • 3. Question No.3 6 Minutes
    • 4. Question No. 4 2 Minutes
    • 5. Question No. 5 5 Minutes
    • 6. Question No. 6 9 Minutes
    • 7. Question No. 7 11 Minutes
    • 8.1 Question No. 8a. and 8b- 6 Minutes
    • 8.2 Question No. 8c 7 Minutes
    • 9. Question No.9 11 Minutes
    • 10. Question No.11 11 Minutes
    • 11. Question No. 11 3 Minutes
    3. 2076 Baisakh
    • 1. Question No.1 2 Minutes
    • 2. Question No.2 10 Minutes
    • 3. Question No.3 7 Minutes
    • 4. Question No.4 4 Minutes
    • 5. Question No.5 6 Minutes
    • 6. Question No.6 15 Minutes
    • 7. Question No.7 11 Minutes
    • 8. Question No.8 7 Minutes
    • 9. Question No.9 17 Minutes
    • 10. Question No.10 22 Minutes
    • 11. Question No.11 7 Minutes
    4. 2075 Baisakh
    • 1. Question No. 1 1 Minutes
    • 2. Question No. 2 5 Minutes
    • 3. Question No.3 6 Minutes
    • 4. Question No. 4 2 Minutes
    • 5. Question No.5 11 Minutes
    • 6. Question No.6 11 Minutes
    • 7. Question No.7 15 Minutes
    • 8. Question No.8 11 Minutes
    • 9. Question No.9 10 Minutes
    • 10. Question No.10 5 Minutes
    • 11. Question No.11 6 Minutes
    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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