Learn · Geotechnical Earthquake Engineering
Lecture 2 of 69Week 1
Lecture 02: Causes of Earthquake
Prof. Kousik Deb · IIT Kharagpur
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- Geotechnical Earthquake Engineering, IIT Kharagpur (at NPTEL)
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All the lectures
- Lecture 01: Introduction
- Lecture 02: Causes of Earthquake
- Lecture 03: Seismic Waves
- Lecture 04: Seismic Waves (continued)
- Lecture 05: Size of Earthquake
- Lecture 06: Size of Earthquake (Continued)
- Lecture 07 : Introduction
- Lecture 08 : Measurement of Ground Motion
- Lecture 09 : Ground Motion Parameters
- Lecture 10 : Ground Motion Parameters (Continued)
- Lecture 11 : Ground Motion Parameters (Continued)
- Lecture 12 : Ground Motion Parameters (Continued)
- Lecture 13 : Ground Motion Parameters (Continued)
- Lecture 14 : Estimation of Ground Motion Parameters
- Lecture 15 : Examples
- Lecture 16 : Examples (Continued)
- Lecture 17 : Examples (Continued)
- Lecture 18 : Field Tests
- Lecture 19 : Field Tests (Continued)
- Lecture 20 : Field Tests (Continued)
- Lecture 21 : Field Tests (Continued)
- Lecture 22 : Field Tests (Continued)
- Lecture 23 : Field Tests (Continued)
- Lecture 24 : Field Tests (Examples)
- Lecture 25 : Field Tests (Continued)
- Lecture 26 : Field Tests (Continued)
- Lecture 27 : Laboratory and Model Tests
- Lecture 28 : Stress-Strain Behavior of Cyclically Loaded Soils
- Lecture 29 : Stress-Strain Behavior of Cyclically Loaded Soils (Continued)
- Lecture 30 : Stress-Strain Behavior of Cyclically Loaded Soils (Continued)
- Lecture 31 : Linear Approach
- Lecture 32 : Linear Approach (Continued)
- Lecture 33 : Equivalent Linear and Non Linear Approach
- Lecture 34 : Evaluation of Liquefaction Resistance of Soils
- Lecture 35 : Evaluation of Liquefaction Resistance of Soils (Continued)
- Lecture 36 : Evaluation of Liquefaction Resistance of Soils (Continued)
- Lecture 37 : Evaluation of Liquefaction Resistance of Soils (Continued)
- Lecture 38 : Evaluation of Liquefaction Resistance of Soils (Continued)
- Lecture 39 : Evaluation of Liquefaction Resistance of Soils (continued)
- Lecture 40 : Evaluation of Liquefaction Resistance of Soils (continued)
- Lecture 41 : Evaluation of Liquefaction Resistance of Soils (continued)
- Lecture 42 : Evaluation of Liquefaction Resistance of Soils (continued)
- Lecture 43 : Liquefaction Susceptibility Criteria for Silts and Clays
- Lecture 44: Liquefaction Susceptibility Criteria for Silts and Clays (Continued)
- Lecture 45: Liquefaction Susceptibility Criteria for Silts and Clays (Continued)
- Lecture 46: Liquefaction Susceptibility Criteria for Silts and Clays (Continued)
- Lecture 47: Settlement of Sand due to Earthquake Shaking
- Lecture 48: Settlement of Sand due to Earthquake Shaking (continued)
- Lecture 49: Seismic or Liquefaction Hazard Mitigation
- Lecture 50 : Seismic or Liquefaction Hazard Mitigation (Continued)
- Lecture 51 : Seismic or Liquefaction Hazard Mitigation (Continued)
- Lecture 52 : Seismic or Liquefaction Hazard Mitigation (Continued)
- Lecture 53 : Seismic or Liquefaction Hazard Mitigation (Continued)
- Lecture 54 : Seismic slope stability analysis: Pseudostatic Analysis
- Lecture 55 : Seismic slope stability analysis: Pseudostatic Analysis (Continued)
- Lecture 56: Seismic slope stability analysis: Newmark Sliding Block Analysis
- Lecture 57: Seismic slope stability analysis: Newmark Sliding Block Analysis (Continued)
- Lecture 58: Seismic design of retaining walls
- Lecture 59: Seismic design of retaining walls (Continued)
- Lecture 60: Seismic design of retaining walls (Continued)
- Lecture 61: Seismic design of retaining walls (Continued)
- Lecture 62: Seismic design of retaining walls (Continued)
- Lecture 63 : Seismic design of retaining walls (Continued)
- Lecture 64 : Seismic design of retaining walls (Continued)
- Lecture 65 : Seismic design of retaining walls (Continued)
- Lecture 66 : Seismic design of retaining walls (Continued)
- Lecture 67 : Seismic design of retaining walls (Continued)
- Lecture 68 : Seismic design of retaining walls (Continued)
- Lecture 69 : Seismic design of retaining walls (Continued)