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Civil engineering involves understanding soil behavior under load conditions, particularly the settlement that occurs in saturated soils. This chapter discusses the various types of settlement: immediate, primary consolidation, and secondary consolidation. Each type is influenced by factors such as soil compressibility and permeability, which dictate how soil responds to increased load over time.
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Term: Immediate Settlement
Definition: The distortion of soil volume that occurs immediately after a load is applied at constant volume with negligible water flow, primarily affecting less pervious soils.
Term: Primary Consolidation
Definition: A time-dependent process that involves the expulsion of pore water from soil voids, leading to rearrangement of soil particles and an increase in effective stress.
Term: Secondary Consolidation
Definition: Also known as creep settlement, it describes the slow rearrangement of soil particles at constant effective stress after primary consolidation is complete.
Term: Compressibility of Soils
Definition: The capacity of soil to deform under applied load, which significantly influences settlement behaviors.
Term: Permeability
Definition: The ability of soil to allow water to pass through its pores, affecting the rate of pore water expulsion during consolidation.