Intro to Geotechnical Science

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Effective Stress

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Intro to Geotechnical Science

Definition

Effective stress is the stress that contributes to the strength and stability of soil, representing the difference between total stress and pore water pressure within the soil. This concept is crucial in understanding how soil behaves under various conditions, particularly in the context of fluid movement, consolidation, and strength properties of soils.

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5 Must Know Facts For Your Next Test

  1. The effective stress principle was first introduced by Karl Terzaghi, which revolutionized geotechnical engineering by linking pore water pressure to soil behavior.
  2. Effective stress governs the strength and stability of saturated soils; an increase in pore water pressure can lead to reduced effective stress and potential failure.
  3. In layered soils, effective stress distribution varies based on the properties of each layer, influencing settlement and stability analyses.
  4. In consolidation theory, effective stress is critical for calculating settlement over time as pore water is expelled from saturated soils.
  5. Understanding effective stress is essential for evaluating shear strength parameters, particularly when distinguishing between drained and undrained conditions.

Review Questions

  • How does effective stress relate to total stress and pore water pressure in saturated soils?
    • Effective stress can be defined using the equation $$ ext{Effective Stress} = ext{Total Stress} - ext{Pore Water Pressure}$$. This relationship shows that effective stress determines the load carried by soil skeleton while pore water pressure influences how much load can be supported. An increase in pore water pressure reduces effective stress, which is critical when assessing the stability and strength of saturated soils.
  • Discuss how effective stress plays a role in consolidation theory and its application in predicting settlement.
    • Effective stress is a fundamental aspect of consolidation theory because it directly affects how soils compress under load over time. The increase in total stress results in a change in effective stress as pore water pressure adjusts. Terzaghi's one-dimensional consolidation equation takes effective stress into account to predict how much settlement will occur in response to loading conditions, allowing engineers to design foundations that account for these changes.
  • Evaluate the implications of effective stress on slope stability analysis and its relation to shear strength parameters.
    • Effective stress significantly influences slope stability analysis by impacting the shear strength of soils. The Mohr-Coulomb failure criterion incorporates effective stress as a key factor in determining whether a slope will fail under given conditions. By understanding effective stress, engineers can assess factors like drainage conditions and loading scenarios that affect shear strength, thereby improving predictions of slope stability and implementing appropriate stabilization measures.

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