Geotechnical Engineering - Vol 2 | 6. Preconsolidation Pressure by Abraham | Learn Smarter
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6. Preconsolidation Pressure

The chapter provides an overview of preconsolidation pressure, the maximum effective stress experienced by soil throughout its stress history, and classifies soils based on their stress history: normally consolidated, over consolidated, and under consolidated soils. The behavior of these soils under various loading conditions and their implications for structural integrity are emphasized.

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Sections

  • 1

    Preconsolidation Pressure

    Preconsolidation pressure is the maximum effective stress that a soil has experienced in its past stress history.

  • 1.1

    Definition Of Preconsolidation Pressure

    Preconsolidation pressure is the maximum effective stress that a soil has experienced in its history and plays a significant role in soil classification.

  • 1.2

    Effect Of Stress History

    This section discusses the impact of stress history on soil classification, specifically focusing on normally consolidated, over consolidated, and under consolidated soils.

  • 1.2.1

    Normally Consolidated Soils

    Normally consolidated soils never experience a vertical effective stress greater than the current stress.

  • 1.2.2

    Under Consolidated Soils

    This section discusses preconsolidation pressure and classifies soils based on their stress history, specifically focusing on normally consolidated, over consolidated, and under consolidated soils.

  • 1.2.3

    Over Consolidated Soils

    Over consolidated soils are those that have experienced vertical stress greater than their current stress levels, affecting their mechanical behavior.

References

26.pdf

Class Notes

Memorization

What we have learnt

  • Preconsolidation pressure i...
  • Soils can be classified int...
  • Under consolidated soils ca...

Final Test

Revision Tests