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Earth Sciences for Civil Engineering

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1284 min

Anytime

Hindi

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Why enroll

This course is ideal for civil engineering students and practitioners who want to strengthen their understanding of geology and earth processes without language barriers. Learning in Hindi helps build conceptual clarity and confidence, especially for undergraduate students, diploma holders, and field engineers.

The course is highly useful for foundation engineering, engineering geology, earthquake engineering, and environmental engineering. It also supports preparation for competitive examinations and enhances practical skills required in site investigation, construction planning, and risk assessment in geologically complex regions.

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5+ yrs experience·India

Is this course for you?

You should take this if

You work in Infrastructure & Construction
You're a Geoscience / Civil & Structural 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 Geoscience
You need live interaction with an instructor

Course details

The Earth Sciences for Civil Engineering (Hindi) course is designed to provide civil engineering students and professionals with a strong understanding of Earth science concepts that directly influence engineering design and construction. Delivered in Hindi, the course makes fundamental geological and geophysical concepts more accessible, especially for learners who prefer studying in their native language.

The course explains the structure and composition of the Earth, geological processes, and the behavior of earth materials such as rocks and soils. It focuses on how geological conditions affect civil engineering projects like foundations, tunnels, dams, slopes, highways, and underground structures. Learners gain insight into geological hazards, site investigation, and interpretation of geological data essential for safe and economical infrastructure development.

By the end of the course, learners develop the ability to relate Earth science principles to real engineering problems and make informed decisions during planning, design, and construction stages.

SOURCE-Youtube [NPTEL IIT Kanpur]

Course suitable for

Key topics covered

Introduction to Earth sciences and their role in civil engineering
Structure and composition of the Earth
Rock types, minerals, and their engineering properties
Geological processes: weathering, erosion, and deposition
Structural geology: folds, faults, joints, and fractures
Plate tectonics and regional geology
Soil formation and engineering significance
Groundwater occurrence and flow
Geological hazards: earthquakes, landslides, and volcanoes
Engineering geological investigations and site selection
Geological considerations in foundations, tunnels, dams, and slopes
Interpretation of geological maps and sections

Course content

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

44 lectures21 hr 24 min

Lecture 01 – Introduction to Geosciences in Civil Engineering – I
28 min
Lecture 02 – Introduction to Geosciences in Civil Engineering – II
31 min
Lecture 03 – Introduction to Geosciences in Civil Engineering – III
27 min
Lecture 04 – Plate Tectonics and Continental Drift – I
27 min
Lecture 05 – Plate Tectonics and Continental Drift – II
30 min
Lecture 06 – Plate Tectonics and Continental Drift – III
27 min
Lecture 07 – Plate Tectonics and Continental Drift – IV
26 min
Lecture 08 – Plate Tectonics and Continental Drift – V
27 min
Lecture 09 – Plate Tectonics and Continental Drift – VI
25 min
Lecture 10 – Plate Tectonics and Continental Drift – VII
28 min
Lecture 11 – Plate Tectonics and Continental Drift – VIII
43 min
Lecture 12 – Rock-Forming Minerals and Their Properties – I
25 min
Lecture 13 – Rock-Forming Minerals and Their Properties – II
26 min
Lecture 14 – Rock-Forming Minerals and Their Properties – III
28 min
Lecture 15 – Igneous Rocks and Their Properties – I
29 min
Lecture 16 – Igneous Rocks and Their Properties – II
28 min
Lecture 17 – Igneous Rocks and Their Properties – III
24 min
Lecture 18 – Sedimentary Rocks and Their Properties – I
25 min
Lecture 19 – Sedimentary Rocks and Their Properties – II
28 min
Lecture 20 – Sedimentary Rocks and Their Properties – III
29 min
Lecture 21 – Metamorphic Rocks and Their Properties – I
25 min
Lecture 22 – Metamorphic Rocks and Their Properties – II
26 min
Lecture 23 – Seismology and Internal Structure of the Earth – Part 1
29 min
Lecture 24 – Seismology and Internal Structure of the Earth – Part 2
30 min
Lecture 25 – Seismology and Internal Structure of the Earth – Part 3
30 min
Lecture 26 – Seismology and Internal Structure of the Earth – Part 4
26 min
Lecture 27 – Seismology and Internal Structure of the Earth – Part 5
31 min
Lecture 28 – Seismic Events and Sediment Amplification – I
27 min
Lecture 29 – Seismic Events and Sediment Amplification – II
26 min
Lecture 30 – Geological Structures – I
29 min
Lecture 31 – Geological Structures – II
29 min
Lecture 32 – Geological Structures – III
28 min
Lecture 33 – Geological Structures – IV
29 min
Lecture 34 – Stereographic Projection of Geological Strata
29 min
Lecture 35 – Faults and Their Characteristics
26 min
Lecture 36 – Active Faults and Associated Hazard – I
29 min
Lecture 37 – Active Faults and Associated Hazard – II
34 min
Lecture 38 – Active Faults and Associated Hazard – III
29 min
Lecture 39 – Rivers and Associated Landforms – I
31 min
Lecture 40 – Rivers and Associated Landforms – II
26 min
Lecture 41 – Shear Strength of Soil and Its Implications Towards Hazard
47 min
Lecture 42 – Landslides and Associated Hazard
40 min
Lecture 43 – Rock Mass Classification System
31 min
Lecture 44 – Dam and Tunnels (Geological Considerations)
36 min

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Questions and Answers

Q: You're checking a retaining wall submittal during turnaround reviews. The geotech note references the phrase "active earth pressure calculation for layered backfill with groundwater table". Backfill is sand over clay: 3 m dry sand (γ=18 kN/m³, φ=32°) over 4 m saturated clay (γ_sat=19 kN/m³, c=15 kPa, φ=22°). Groundwater is at the sand–clay interface. Using Rankine active pressure and ignoring wall friction, what's the total active force per meter length on the wall?

A: Governing principle: Rankine active pressure is based on effective stress, layer by layer, with groundwater changing unit weight and cohesion reducing pressure in clay. Applied here, the sand contributes Ka·γ·z over 3 m, then the clay uses effective unit weight (γ_sat−γ_w) with Ka from φ=22°, and the c-term subtracts 2c√Ka over the clay height. Option D traps engineers who know Rankine but forget to switch from total to effective stress once groundwater appears.

Q: During foundation reuse assessment, your lead asks about "Eurocode 7 partial factors for bearing capacity in brownfield sites". A shallow footing is being re-rated using site investigation data with known variability. According to EN 1997, what's the intent behind applying partial factors to soil parameters rather than loads in this case?

A: Governing principle: Eurocode 7 targets uncertainty where it actually sits, which for geotechnical works is the ground. In brownfield conditions with legacy data, variability in φ, c, and γ drives failure probability more than well-defined structural actions. Option D catches people fluent in structural Eurocodes who assume soil behaves like concrete with material factors.

Q: Conflicting data shows up during excavation: vibrating wire piezometers show rising pore pressure, but standpipe readings are flat. You're googling "piezometer vs standpipe groundwater discrepancy during excavation". What's the most defensible immediate response?

A: Governing principle: Different instruments respond to different hydraulic conditions and time scales. Vibrating wire sensors can capture excess pore pressure from unloading, while standpipes lag; stopping work avoids undrained instability. Option B traps engineers who equate water level with pore pressure under transient conditions.

Q: For a temporary haul road, you're sanity-checking "estimate soil bearing capacity from SPT N value quickly". Subgrade shows N≈10 in silty sand. What's a defensible order-of-magnitude allowable bearing pressure?

A: Governing principle: Empirical correlations give rough capacity, then you step back to an allowable level. For N≈10 sands, ultimate capacity lands a few hundred kPa, and dividing down gives ~150–200 kPa. Option C traps people who run a full equation but forget this is an estimate, not a final design.