🏗️

Understanding Geostatic and Vertical Stress

Aug 21, 2024

Chapter 5: Effective Stress Principle

Geostatic Stresses

  • Definition: Stresses due to the self-weight of soil, known as geostatic stresses.
  • Importance: Essential for understanding the transmission and distribution of stresses in large soil masses.
    • Examples include:
      • Wheel loads transmitted through embankments or to culverts.
      • Foundation pressures transmitted to soil strata beneath footings.
      • Pressures from isolated footings transmitted to retaining walls.
      • Wheel loads transmitted through stabilized soil pavements to the subgrade below.
  • Key Concept: Stresses are transmitted in downward and lateral directions, leading to a need for estimating vertical stresses for predicting settlement.

Vertical or Total Stress

  • Definition: The total vertical stress at a point below the ground surface due to the weight of everything above, including soil, water, and surface loading.
  • Calculation:
    • Total stress increases with depth and unit weight.
    • Formula:
      [ \sigma_v = \gamma \cdot z ]
      • Where ( \sigma_v ) is vertical stress, ( \gamma ) is the unit weight of the soil, and ( z ) is the depth.
  • Water Influence:
    • Below a water body, total stress is the sum of soil weight and water weight above it.
    • Formula:
      [ \sigma = \gamma z + \gamma_w z_w ]
      • Where ( \gamma_w ) is the unit weight of water.

Variation of Stress with Depth

  • Vertical stress increases from the top to the bottom of the soil mass due to overlying material.
  • Stresses in Layer Deposits:
    • Total stress in deposits with layers of differing densities can be determined.
    • Formula:
      [ \sigma_z = \sum_{i=1}^{n} \gamma_i \cdot h_i ]
      • Where ( \sigma_z ) is the vertical stress at depth, ( \gamma_i ) is the unit weight of each layer, and ( h_i ) is the height of each layer._

Examples of Stress Calculation

  • At depth ( z_1 ):
    [ \sigma_{z1} = \gamma_1 imes h_1 ]
  • At depth ( z_2 ):
    [ \sigma_{z2} = \gamma_1 imes h_1 + \gamma_2 imes z_2 ]
  • At depth ( z_3 ):
    [ \sigma_{z3} = \gamma_1 imes h_1 + \gamma_2 imes h_2 + \gamma_3 imes h_3 ]_

Summary: Understanding geostatic stresses and total vertical stress is crucial in foundation engineering to predict the behavior and settlement of structures.