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The evaluation of soil strength is crucial for the effective design and durability of pavement systems, where subgrade soil serves as the foundational layer. Factors such as moisture content, soil type, compaction, and stress history play significant roles in soil strength. This chapter discusses the methods for assessing soil strength, including both field and laboratory tests, along with their implications for pavement design. Additionally, it addresses how seasonal factors and enhancement techniques can optimize subgrade performance.
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References
Chapter_4_Evalua.pdfClass Notes
Memorization
What we have learnt
Final Test
Revision Tests
Term: California Bearing Ratio (CBR)
Definition: A measure of the strength of subgrade soil, expressed as a percentage of the resistance that soil provides compared to standard crushed stone.
Term: Resilient Modulus (MR)
Definition: A key parameter that represents the elastic response of soil under repeated loading, essential for mechanistic-empirical pavement design.
Term: Unconfined Compressive Strength (UCS)
Definition: The maximum axial load a cohesive soil can sustain without lateral support, assessed during the unconfined compression test.
Term: Compaction
Definition: A method to increase soil density and strength by mechanically reducing air voids in the soil mass.
Term: Chemical Stabilization
Definition: The process of enhancing the strength and stability of soil by incorporating additives like lime, cement, or fly ash.