Lecture 01: Introduction

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Lecture 02: Causes of Earthquake

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Lecture 03: Seismic Waves

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Lecture 04: Seismic Waves (continued)

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Lecture 05: Size of Earthquake

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Lecture 06: Size of Earthquake (Continued)

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Lecture 07 : Introduction

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Lecture 08 : Measurement of Ground Motion

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Lecture 09 : Ground Motion Parameters

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Lecture 10 : Ground Motion Parameters (Continued)

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Lecture 11 : Ground Motion Parameters (Continued)

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Lecture 12 : Ground Motion Parameters (Continued)

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Lecture 13 : Ground Motion Parameters (Continued)

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Lecture 14 : Estimation of Ground Motion Parameters

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Lecture 15: Examples

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Lecture 16: Examples (Continued)

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Lecture 17: Examples (Continued)

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Lecture 18: Field Tests

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Lecture 19 : Field Tests (Continued)

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Lecture 20 : Field Tests (Continued)

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Lecture 21 : Field Tests (Continued)

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Lecture 22 : Field Tests (Continued)

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Lecture 23 : Field Tests (Continued)

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Lecture 24 : Field Tests (Examples)

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Lecture 25 : Field Tests (Continued)

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Lecture 26 : Field Tests (Continued)

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Lecture 27 : Laboratory and Model Tests

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Lecture 28 : Stress-Strain Behavior of Cyclically Loaded Soils

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Lecture 29 : Stress-Strain Behavior of Cyclically Loaded Soils (Continued)

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Lecture 30 : Stress-Strain Behavior of Cyclically Loaded Soils (Continued)

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Lecture 31 : Linear Approach

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Lecture 32 : Linear Approach (Continued)

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Lecture 33 : Equivalent Linear and Non Linear Approach

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Lecture 34 : Evaluation of Liquefaction Resistance of Soils

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Lecture 35 : Evaluation of Liquefaction Resistance of Soils (Continued)

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Lecture 36 : Evaluation of Liquefaction Resistance of Soils (Continued)

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Lecture 37 : Evaluation of Liquefaction Resistance of Soils (Continued)

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Lecture 38 : Evaluation of Liquefaction Resistance of Soils (Continued)

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Lecture 39 : Evaluation of Liquefaction Resistance of Soils (continued)

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Lecture 40 : Evaluation of Liquefaction Resistance of Soils (continued)

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Lecture 41 : Evaluation of Liquefaction Resistance of Soils (continued)

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Lecture 42 : Evaluation of Liquefaction Resistance of Soils (continued)

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Lecture 43 : Liquefaction Susceptibility Criteria for Silts and Clays

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Lecture 44 : Liquefaction Susceptibility Criteria for Silts and Clays (Continued)

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Lecture 45 : Liquefaction Susceptibility Criteria for Silts and Clays (Continued)

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Lecture 46 : Liquefaction Susceptibility Criteria for Silts and Clays (Continued)

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Lecture 47 : Settlement of Sand due to Earthquake Shaking

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Lecture 48 : Settlement of Sand due to Earthquake Shaking (continued)

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Lecture 49: Seismic or Liquefaction Hazard Mitigation

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Lecture 50: Seismic or Liquefaction Hazard Mitigation (Continued)

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Lecture 51: Seismic or Liquefaction Hazard Mitigation (Continued)

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Lecture 52: Seismic or Liquefaction Hazard Mitigation (Continued)

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Lecture 53: Seismic or Liquefaction Hazard Mitigation (Continued)

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Lecture 54: Seismic slope stability analysis: Pseudostatic Analysis

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Lecture 55: Seismic slope stability analysis: Pseudostatic Analysis (Continued)

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Lecture 56: Seismic slope stability analysis: Newmark Sliding Block Analysis

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Lecture 57: Seismic slope stability analysis: Newmark Sliding Block Analysis (Continued)

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Lecture 58: Seismic design of retaining walls

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Lecture 59: Seismic design of retaining walls (Continued)

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Lecture 61: Seismic design of retaining walls (Continued)

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Lecture 62: Seismic design of retaining walls (Continued)

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Lecture 60: Seismic design of retaining walls (Continued)

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Lecture 63 : Seismic design of retaining walls (Continued)

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Lecture 64 : Seismic design of retaining walls (Continued)

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Lecture 65 : Seismic design of retaining walls (Continued)

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Lecture 66 : Seismic design of retaining walls (Continued)

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Lecture 67 : Seismic design of retaining walls (Continued)

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Lecture 68 : Seismic design of retaining walls (Continued)

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Lecture 69 : Seismic design of retaining walls (Continued)

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