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.