Loading the chapter
Loading the chapter
Search AllRounder.ai
Search the courses, subjects, tracks, games and features, or jump straight to a page.
Search the courses, subjects, tracks, games and features, or jump straight to a page.
The chapter discusses the principles of Terzaghi's one-dimensional consolidation theory, focusing on the assumptions that the soil medium is saturated, isotropic, and homogeneous while following Darcy's law. It explains the concept of volume change in soil due to consolidation and outlines limitations of the one-dimensional model such as constant permeability and assumptions of three-dimensional flow. The chapter concludes with Terzaghi's solution indicating consolidation progress with time and depth, emphasizing the importance of average degree of consolidation in practical applications.
Chapter 47 sections
The chapter discusses the principles of Terzaghi's one-dimensional consolidation theory, focusing on the assumptions that the soil medium is saturated, isotropic, and homogeneous while following Darcy's law. It explains the concept of volume change in soil due to consolidation and outlines limitations of the one-dimensional model such as constant permeability and assumptions of three-dimensional flow. The chapter concludes with Terzaghi's solution indicating consolidation progress with time and depth, emphasizing the importance of average degree of consolidation in practical applications.
The assumptions of one-dimensional consolidation theory include saturated, isotropic, and homogeneous soil conditions.
Consolidation is defined as the volume change in soil due to expulsion of pore water, which relates to changes in stress and height.
The limitations of the one-dimensional model highlight the dynamic nature of permeability and the realities of three-dimensional drainage.
A theory describing how compressible soil deposits consolidate over time due to vertical loading and how this process is affected by pore water expulsion.
The ratio of the volume of pore water expelled to the original volume of voids, indicating how much of the consolidation process has occurred at a certain time and depth.
An equation that provides the mathematical framework for predicting the consolidation behavior of saturated soils under applied stress over time.
Total Questions
2
Estimated Time
4 min
Passing Score
70%
Get your answers marked and your progress tracked