Foundationally Fundamental Series 2: Unraveling the Dynamics of Stress and Strain

Foundationally Fundamental Series 2: Unraveling the Dynamics of Stress and Strain

In this second instalment of the 'Foundationally Fundamental' series, we delve into two basic yet pivotal concepts that initially perplexed me in my early days exploring geotechnical science: Stress and Strain. These terms are as ubiquitous in geotechnical literature as stars in the night sky, constantly referenced and fundamentally important. My initial oversight of the depth and importance of stress and strain was a misstep I urge you not to repeat. A thorough understanding of these concepts in geotechnical engineering is not just academic; it opens doors to a broader understanding of more complex aspects in this field. Indeed, the interplay of stress and strain in geotechnical engineering can be likened to the profound and complementary nature of Yin and Yang in Daoism, each element essential and interdependent. So without further ado, let's delve deeply into these concepts, leaving no stone unturned, as we unravel the complexities of Stress and Strain in geotechnical engineering.


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In geotechnical engineering, especially within the mining sector, the concept of 'Stress' (σ) is fundamental. Defined as the force per unit area exerted by a material, stress is measured in Newtons (N) in the International System of Units (SI). A critical application of this concept is in assessing the stability of slopes during ore extraction. Understanding the types of stress and how they affect slopes is key to this assessment:

Types of Stress:

  • Normal Stress: Acts perpendicular to the slope. Compressive Stress: Occurs when the force compresses the material. Tensile Stress: Occurs when the force stretches the material.

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  • Shear Stress: Acts parallel to the slope, crucial in evaluating sliding or lateral stability.

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  • Tangential Stress: A specific type of shear stress, important in curved structures but less so in slope analysis.

σ = F / A

σ = Force in Pascals (Pa) or N/m2

F = force in Newton

A= Area in m2

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The steepness of slopes significantly influences their likelihood of failure: steeper slopes are more prone to instability compared to gentler ones. This is due to how gravitational forces act on the slope and not necessarily due to a change in the area. In a steeper slope, the gravitational force can be decomposed into two components: one acting perpendicular to the slope (contributing to normal stress) and one parallel (contributing to shear stress). As the slope angle increases, the parallel component becomes more significant, thus increasing the shear stress on the slope. This increased shear stress, compared to the normal stress, can disrupt the balance necessary for stability and lead to a higher likelihood of failure.

Therefore, in geotechnical engineering, understanding and managing the distribution of these stresses, particularly in steeper slopes, is a fundamental aspect of ensuring the safety and integrity of mining operations. The challenge lies in designing slopes with angles that minimize this risk, striking a balance between operational efficiency and structural safe.

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In addition to stress, another fundamental concept in geotechnical engineering, particularly within the mining sector, is strain. Strain is defined as the change in shape or size of a body due to a deforming force applied to it. In practical terms, it's a measure of how much a material deforms under the influence of stress. The formula to calculate strain is straightforward: Strain (ε) equals the change in dimension divided by the original dimension. Since it represents a ratio of two similar quantities, strain is a pure number and is dimensionless, meaning it has no SI unit associated with it.

ε = ΔL / L

ε = Strain

ΔL = change in dimension

L = original dimension

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Within the realm of geotechnical engineering, understanding the behavior of strain is essential for assessing the deformation of rock and soil materials in response to the forces and stresses imposed on them during mining operations. Strain comes in various types, including longitudinal strain (related to length changes), volumetric strain (related to volume changes), and shearing strain (related to changes in shape without volume change). By comprehending how materials undergo strain when subjected to mining-induced stresses, geotechnical engineers can make informed decisions about excavation methods, support systems, and slope stability, ultimately ensuring the safety and integrity of mining operations while optimizing operational efficiency. Therefore, in the context of geotechnical engineering, both stress and strain play pivotal roles in mitigating risks and ensuring the sustainable and safe extraction of valuable resources from the Earth.

In conclusion, we have delved deep into the foundational concepts of stress and strain in geotechnical engineering, particularly in the context of mining operations. These concepts, while seemingly basic, form the bedrock of our understanding of how geological materials respond to external forces, and their interplay is vital for ensuring the safety and efficiency of mining endeavors.

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