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Foundation Engineering

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Preview this course
Self-paced Advanced

Foundation Engineering

3(115)
1 enrolled
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FREE
2034 min
Anytime
English
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Engineering Academy
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Why enroll

Foundation Engineering is a core subject for every civil engineer involved in the design and construction of buildings, bridges, and infrastructure projects. This course equips learners with a strong understanding of how loads are transferred safely from structures to the ground and how soil behavior governs foundation performance. Since foundation failure can lead to severe structural damage, mastering this subject is critical for ensuring safety and serviceability.

Enrolling in this course helps students and professionals develop practical skills in interpreting site investigation data, selecting appropriate foundation types, and applying design principles under real ground conditions. The course is highly relevant for careers in construction, geotechnical consultancy, infrastructure development, and quality control. It is also extremely important for competitive examinations, higher studies, and advanced specialization in geotechnical and earthquake engineering.

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Learn Without Limits: Free Engineering Courses

5+ yrs experience·India

252Courses
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Is this course for you?

You should take this if

  • You work in Pharmaceutical & Healthcare or Oil & Gas Upstream
  • You're a Civil & Structural / Health, Safety & Environmental professional
  • You have 3+ years of hands-on experience in this field
  • You prefer self-paced learning you can revisit

You should skip if

  • You're new to this field with no prior experience
  • You need a different specialisation outside Civil & Structural
  • You need live interaction with an instructor

Course details

The Foundation Engineering course provides a comprehensive understanding of the principles, analysis, and design of foundations that safely transfer structural loads to the supporting soil or rock. The course emphasizes the interaction between soil and structure and explains how subsurface conditions, load characteristics, and environmental factors influence foundation performance, safety, and serviceability.

The course begins with site investigation and subsurface exploration techniques, including borehole logging, in-situ testing, and interpretation of soil and rock data. Learners study bearing capacity theories and failure mechanisms for shallow foundations, along with methods for estimating immediate, consolidation, and differential settlements. The course also addresses the selection and design of various shallow foundation types under different soil conditions.

Advanced topics include the design and analysis of deep foundations such as pile foundations, drilled shafts, and well or caisson foundations. Learners examine load transfer mechanisms, pile group behavior, and foundation performance under vertical, lateral, and uplift loads. Special emphasis is placed on foundations in challenging ground conditions, including expansive soils, soft clays, liquefiable soils, and seismic regions. Construction practices, quality control, and field performance monitoring are integrated throughout the course to connect theory with practice.

By the end of the course, learners develop the ability to analyze geotechnical data, select appropriate foundation systems, and apply design principles to ensure safe, economical, and durable foundations for buildings and infrastructure projects.

SOURCE-Youtube [NPTEL IIT Kharagpur]

Course suitable for

Key topics covered

  1. Role and importance of foundations in civil engineering

  2. Types of foundations and selection criteria

  3. Subsurface exploration and site investigation methods

  4. Interpretation of bore logs and soil investigation reports

  5. Bearing capacity of shallow foundations

  6. Settlement analysis: immediate, consolidation, and differential settlement

  7. Design of isolated, combined, and raft foundations

  8. Pile foundations: types, installation methods, and load transfer mechanisms

  9. Load capacity and settlement of single piles and pile groups

  10. Well and caisson foundations for bridges

  11. Foundations on expansive, soft, and collapsible soils

  12. Soil–structure interaction concepts

  13. Foundation behavior under lateral, uplift, and seismic loads

  14. Construction practices, quality control, and field performance monitoring

Course content

The course is readily available, allowing learners to start and complete it at their own pace.

60 lectures33 hr 54 min
  1. Lecture 1 : Introduction
    34 min
  2. Lecture 2 : Introduction (Contd.)
    35 min
  3. Lecture 3 : Shear Strength
    19 min
  4. Lecture 4 : Soil Exploration - Boring
    28 min
  5. Lecture 5 : Standard Penetration Test
    35 min
  6. Lecture 6 : Standard Penetration Test and Cone Penetration Test
    30 min
  7. Lecture 7 : Cone Penetration Test and Other In-Situ Tests
    37 min
  8. Lecture 8 : Types of Samples
    30 min
  9. Lecture 9 : Geophysical Exploration
    31 min
  10. Lecture 10 : Geophysical Exploration (Contd.)
    37 min
  11. Lecture 11 : Shallow Foundation - Bearing Capacity I
    34 min
  12. Lecture 12 : Shallow Foundation - Bearing Capacity II
    30 min
  13. Lecture 13 : Shallow Foundation - Bearing Capacity III
    42 min
  14. Lecture 14 : Shallow Foundation - Bearing Capacity IV
    28 min
  15. Lecture 15 : Shallow Foundation - Bearing Capacity V
    35 min
  16. Lecture 16: Shallow Foundation - Settlement I
    38 min
  17. Lecture 17 : Shallow Foundation - Settlement II
    38 min
  18. Lecture 18 : Shallow Foundation - Settlement III
    35 min
  19. Lecture 19 : Shallow Foundation - Settlement IV
    37 min
  20. Lecture 20 : Shallow Foundation - Settlement V
    38 min
  21. Lecture 21 : Shallow Foundation - Design I
    37 min
  22. Lecture 22 : Shallow Foundation - Design II
    35 min
  23. Lecture 23 : Shallow Foundation - Design III
    32 min
  24. Lecture 24 : Shallow Foundation - Design IV
    29 min
  25. Lecture 25 : Shallow Foundation - Design V
    30 min
  26. Lecture 26 : Shallow Foundation - Design VI
    40 min
  27. Lecture 27 : Pile Foundation - I
    34 min
  28. Lecture 28 : Pile Foundation - II
    29 min
  29. Lecture 29 : Pile Foundation - III
    34 min
  30. Lecture 30 : Pile Foundation - IV
    30 min
  31. Lecture 31 : Pile Foundation - V
    30 min
  32. Lecture 32 : Pile Foundation - VI
    32 min
  33. Lecture 33 : Pile Foundation - VII
    37 min
  34. Lecture 34 : Pile Foundation - VIII
    33 min
  35. Lecture 35 : Pile Foundation - IX
    37 min
  36. Lecture 36 : Pile Foundation - X
    37 min
  37. Lecture 37 : Pile Foundation - XI
    40 min
  38. Lecture 38 : Pile Foundation - XII
    38 min
  39. Lecture 39 : Pile Foundation - XIII
    28 min
  40. Lecture 40 : Pile Foundation - XIV
    39 min
  41. Lecture 41 : Earth Pressure - I
    35 min
  42. Lecture 42 : Earth Pressure - II
    35 min
  43. Lecture 43 : Earth Pressure - III
    33 min
  44. Lecture 44 : Earth Pressure - IV
    35 min
  45. Lecture 45 : Earth Pressure - V
    41 min
  46. Lecture 46 : Earth Pressure - VI
    33 min
  47. Lecture 47 : Earth Pressure - VII
    28 min
  48. Lecture 48 : Earth Pressure and Retaining Wall
    38 min
  49. Lecture 49 : Retaining Wall - II
    38 min
  50. Lecture 50 : Retaining Wall - III
    35 min
  51. Lecture 51 : Retaining Wall - IV
    32 min
  52. Lecture 52 : Retaining Wall - V and Sheet Piles - I
    31 min
  53. Lecture 53 : Sheet Piles - II
    30 min
  54. Lecture 54 : Sheet Piles - III
    30 min
  55. Lecture 55 : Sheet Piles - IV
    33 min
  56. Lecture 56 : Sheet Piles - V
    40 min
  57. Lecture 57 : Sheet Piles - VI
    40 min
  58. Lecture 58 : Sheet Piles and Braced Excavation
    32 min
  59. Lecture 59 : Braced Excavation and Underground Conduits
    34 min
  60. Lecture 60 : Underground Conduits II
    29 min

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Questions and Answers

A: Establishing true elevation against the original survey datum confirms whether the discrepancy is real and whether shimming is permissible before any irreversible action. B jumps ahead to grouting assumptions without confirming geometry. C is valid QA but doesn't resolve the elevation risk driving acceptance. D checks fit-up but ignores vertical tolerance, which is the controlling parameter here.

A: A hidden weak zone explains asymmetric cracking, rotation, and gradual vibration phase change without grout failure. B would show more uniform cracking aligned with temperature gradients. C typically produces abrupt vibration changes and grout distress. D causes uniform settlement, not corner-driven rotation.

A: Piles transfer load past unreliable fill and provide overturning resistance with predictable stiffness. B assumes uniform competent soil that's unlikely on reclaimed land. C works only where settlement risk is low and uniform. D introduces alignment and load distribution issues without a cap.

A: Controlling flatness prevents baseplate bending that directly affects shaft alignment and bearing loads. B is a secondary effect and not the driver. C is a construction convenience, not an operational safeguard. D has no relevance to machinery reliability.