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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.
Chapter 17 sections
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.
Civil engineering addresses the behaviors and properties of soils under load.
Settlement consists of immediate, primary consolidation, and secondary consolidation.
The movement of pore water pressures significantly influences the consolidation process.
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.
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.
Also known as creep settlement, it describes the slow rearrangement of soil particles at constant effective stress after primary consolidation is complete.
The capacity of soil to deform under applied load, which significantly influences settlement behaviors.
The ability of soil to allow water to pass through its pores, affecting the rate of pore water expulsion during consolidation.
Total Questions
2
Estimated Time
4 min
Passing Score
70%
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