Soil Mechanics

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

Intermediate 5 (11 Reviews ) 130 Students enrolled
Last updated Mon, 03-Jan-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 24:00 Minutes
1.Introduction to Course
1 Lessons 08 Minutes
  • 1. Introduction to soil mechanics 08 Minutes Free
  • 1. Introduction 04 Minutes Free
  • 2. Geotechnical problems in civil engineering and infrastructure development 09 Minutes Free
  • 3. Historical development of soil mechanics 05 Minutes
  • 4. Soil formation and types 06 Minutes
  • 5. Exam questions 07 Minutes
  • 1. Introduction to soil-water-air relationship (phase diagram) 10 Minutes
  • 2. Some important terms 21 Minutes
  • 3. Some important relation 1 02 Minutes
  • 4. Some important relation 2 02 Minutes
  • 5. Some important relation 3 05 Minutes
  • 6. Some important relation 4 05 Minutes
  • 7. Numerical 1 (Soil-water-air relation) 07 Minutes
  • 8. Numerical 2 (Soil-water-air relation) 09 Minutes
  • 9. Numerical 3 (Soil-water-air relation) 11 Minutes
  • 10. Numerical 4 (Soil-water-air relation) 06 Minutes
  • 11. Index properties of soil 09 Minutes
  • 12. Determination of water content (oven drying method) 04 Minutes
  • 13. Determination of specific gravity (pycnometer method) 06 Minutes
  • 14. Determination of field density (core cutter method) 03 Minutes
  • 15. Determination of field density (sand replacement method) 07 Minutes
  • 16. Particle size distribution (sieve analysis) 12 Minutes
  • 17. Particle size distribution (hydrometer analysis) 04 Minutes
  • 18. Consistency limits 10 Minutes
  • 19. Determination of liquid limit (Cassagrande method) 06 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) 05 Minutes
  • 23. Numerical 6 (relative density) 07 Minutes
  • 24. Numerical 7 (Pycnometer method) 09 Minutes
  • 25. Numerical 8 (Core cutter Method) 07 Minutes
  • 1. Soil identification and classification 09 Minutes
  • 2. Textural 06 Minutes
  • 3. AASHTO 08 Minutes
  • 4. USCS 18 Minutes
  • 5. ISSCS 06 Minutes
  • 6. BSCS, MIT classification system and 3.4 application of soil classification system 06 Minutes
  • 1. Soil structure and clay minerals 12 Minutes
  • 1. Introduction 06 Minutes
  • 2. Laboratory tests of soil compaction 05 Minutes
  • 3. Zero air void lines 04 Minutes
  • 4. Factors affecting compaction 04 Minutes
  • 5. Structure and engineering behavior of compacted clay 07 Minutes
  • 6. Compaction specification 03 Minutes
  • 7. Field control 03 Minutes
  • 8. Numerical 1 05 Minutes
  • 9. Numerical 2 11 Minutes
  • 1. Introduction 05 Minutes
  • 2. Capillary phenomenon 06 Minutes
  • 3. Effective stress 07 Minutes
  • 4. Case 1 (submerged condition) 04 Minutes
  • 5. Case 2 Partially submerged Condition 04 Minutes
  • 6. Case 3 Effect of surcharge 03 Minutes
  • 7. Case 4 Effect of capillary rise 04 Minutes
  • 8. Numerical on effective stress 13 Minutes
  • 9. Permeability of soil 04 Minutes
  • 10. Laboratory methods of determination of coefficient of permeability 04 Minutes
  • 11. Numerical on laboratory methods 06 Minutes
  • 12. Pumping out test for unconfined aqifer 06 Minutes
  • 12. Pumping out test for unconfined aquifer 06 Minutes
  • 13. Pumping out test for confined aquifer 03 Minutes
  • 14. Numerical on field test 04 Minutes
  • 15. Pumping in test 02 Minutes
  • 16. Permeability of stratified soil 02 Minutes
  • 17. Types of head and seepage forces 04 Minutes
  • 18. No flow condition 04 Minutes
  • 19. Downward flow condition 04 Minutes
  • 20. Upward flow condition and quick sand condition 06 Minutes
  • 21. Numerical on seepafe flow 13 Minutes
  • 1. Course content of chapter 7 02 Minutes
  • 2. Introduction 03 Minutes
  • 3. 2-D flow Laplace's equation 06 Minutes
  • 4. Flow net 07 Minutes
  • 5. Application of flow net 07 Minutes
  • 6. Numerical on flow net 07 Minutes
  • 7. Seepage through unconfined soils 02 Minutes
  • 8. Seepage through anisotropic soil condition 07 Minutes
  • 9. Seepage through an earth dam on an impervious base (with filter) 07 Minutes
  • 10. Without filter 02 Minutes
  • 11. Flow through non-homogeneous sections 02 Minutes
  • 12. Protective filters 07 Minutes
  • 13. Piping failure 05 Minutes
  • 1. Course content of chapter 8 02 Minutes
  • 2. Introduction 03 Minutes
  • 3. Boussinesq's equation 10 Minutes
  • 4.1. Westergaard's equation 05 Minutes
  • 4.2. Comparison of IB and IW 02 Minutes
  • 5. Isobar diagrams 06 Minutes
  • 6. Vertical stress distribution on hz. plane 03 Minutes
  • 7. Vertical stress distribution on v. plane 03 Minutes
  • 8. Vertical Stress beneath loaded areas 11 Minutes
  • 9. Numerical on line load 03 Minutes
  • 10. Vertical stress due to strip load (point below center of strip) 09 Minutes
  • 11. Vertical stress due to strip load (point not below center of strip) 05 Minutes
  • 12. Numerical on strip load 08 Minutes
  • 13. Vertical stress due to loaded circular area 08 Minutes
  • 14. Numerical on loaded circular area 05 Minutes
  • 15. Vertical stress due to uniformly loaded rectangular area 08 Minutes
  • 16. Numerical on uniformly loaded rectangular area 07 Minutes
  • 17. Newmark's Influence Chart 09 Minutes
  • 18. Approxiamate stress distribution method 06 Minutes
  • 19. Numerical on approxiamate method 04 Minutes
  • 1. Course content of chapter 9 03 Minutes
  • 2. Introduction 04 Minutes
  • 3. Contact pressure and settlement profile 03 Minutes
  • 4. Fundamentals of consolidation 04 Minutes
  • 5. Terzaghi's Spring Analogy 05 Minutes
  • 6. 1-Dimensional consolidation test 03 Minutes
  • 7. Void ratio-pressure plot 07 Minutes
  • 8. Normally consolidated and over consolidated soil 04 Minutes
  • 9. Determination of pre-consolidation pressure 03 Minutes
  • 10. Field consolidation curve for normally consolidated clay 05 Minutes
  • 11. Field consolidation curve for over consolidated soil 05 Minutes
  • 12. Compression index and swell index 07 Minutes
  • 13. Calculation of settlement from 1D-Consolidation 12 Minutes
  • 14. Secondary consolidation settlement 05 Minutes
  • 15. Numerical 1 on consolidation settlement 05 Minutes
  • 16. Numerical 2 on consolidation settlement 08 Minutes
  • 17. Time Rate of consolidation 13 Minutes
  • 18. Solution of basic differential equation of consolidation 11 Minutes
  • 19. Logarithm of time fitting method 06 Minutes
  • 20. Square root of time fitting method 05 Minutes
  • 21. Calculation of consolidation settlement under a foundation 02 Minutes
  • 22. Methods of accelerating consolidation settlement 05 Minutes
  • 23. Numerical 08 Minutes
  • 24. Numerical 03 Minutes
  • 1. Introduction 05 Minutes
  • 2. Mohr-Coulomb Failure Criteria 04 Minutes
  • 3. Inclination of Plane of Failure Caused by Shear 10 Minutes
  • 4. Mohr_s Circle 03 Minutes
  • 5. Proof for Mohr_s Circle 06 Minutes
  • 6. Relation between major and minor principal stress 07 Minutes
  • 7. Laboratory tests for determining shear strength 04 Minutes
  • 8. Direct Shear Test 06 Minutes
  • 9. General Tri-axial Shear Test 05 Minutes
  • 11. Unconfined Compression Test on Saturated Clay 05 Minutes
  • 12. Stress Path 04 Minutes
  • 13. Vane Shear Test 07 Minutes
  • 14. Emperical relation between Cu and effective overburden pressure 02 Minutes
  • 15. Shear strength of unsaturated or partially saturated clays 05 Minutes
  • 16. Shear strength of sand 05 Minutes
  • 17. Numerical 1 05 Minutes
  • 18. Numerical 2 07 Minutes
  • 19. Numerical 3 08 Minutes
  • 1. Introduction 10 Minutes
  • 2. Infinite slopes and translation slides 04 Minutes
  • 3. Types of Slope failure 04 Minutes
  • 4. Factor of safety 07 Minutes
  • 5. Stability analysis of infinite slopes 10 Minutes
  • 6. Infinite Slopes with steady state seepage 09 Minutes
  • 7. Finite Slopes 04 Minutes
  • 8. Analysis of finite slopes 02 Minutes
  • 9. Mass procedure-slopes in homogenous clay 09 Minutes
  • 10. method of slices 10 Minutes
  • 11. Location of the most critical circle 07 Minutes
  • 12. Friction Circle Method 10 Minutes
  • 13. Taylor's Stability Number 04 Minutes
  • 14. Simplified Bishop Method 09 Minutes
  • 15. Stability Coefficients 04 Minutes
  • 16. Numerical 1 07 Minutes
  • 17. Numerical 2 05 Minutes
  • 1. 2078 Baisakh
    • 1. Question No.1 02 Minutes
    • 2. Question No.2 08 Minutes
    • 3. Question No.3 09 Minutes
    • 4. Question No.4 02 Minutes
    • 5. Question No.5 07 Minutes
    • 6. Question No.6 14 Minutes
    • 7. Question No.7 05 Minutes
    • 8. Question No.8 09 Minutes
    • 9. Question No.9 08 Minutes
    • 10. Question no.10 07 Minutes
    • 11. Question No.11 04 Minutes
    2. 2077 Chaitra
    • 1. Question No. 1 02 Minutes
    • 2.1 Question No 2.a. and 2.b 06 Minutes
    • 2.2 Question No. 2.c 06 Minutes
    • 3. Question No.3 06 Minutes
    • 4. Question No. 4 02 Minutes
    • 5. Question No. 5 05 Minutes
    • 6. Question No. 6 09 Minutes
    • 7. Question No. 7 11 Minutes
    • 8.1 Question No. 8a. and 8b- 06 Minutes
    • 8.2 Question No. 8c 07 Minutes
    • 9. Question No.9 11 Minutes
    • 10. Question No.11 11 Minutes
    • 11. Question No. 11 03 Minutes
    3. 2076 Baisakh
    • 1. Question No.1 02 Minutes
    • 2. Question No.2 10 Minutes
    • 3. Question No.3 07 Minutes
    • 4. Question No.4 04 Minutes
    • 5. Question No.5 06 Minutes
    • 6. Question No.6 15 Minutes
    • 7. Question No.7 11 Minutes
    • 8. Question No.8 07 Minutes
    • 9. Question No.9 17 Minutes
    • 10. Question No.10 22 Minutes
    • 11. Question No.11 07 Minutes
    4. 2075 Baisakh
    • 1. Question No. 1 01 Minutes
    • 2. Question No. 2 05 Minutes
    • 3. Question No.3 06 Minutes
    • 4. Question No. 4 02 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 05 Minutes
    • 11. Question No.11 06 Minutes
    Requirements
    • Students must be enrolled in Civil Engineering (Fourth Semester)
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    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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