Terzaghi's Theory of 1D Consolidation - Consolidation of soils - Soil Mechanics | Summary and Q&A

TL;DR

The content explains the mechanics of one-dimensional consolidation in soil and the assumptions made by Terzaghi in his theory.

Key Insights

• 🥺 One-dimensional consolidation involves the dissipation of pore water pressure and compression of soil grains, leading to increased shear strength.
• 💐 Terzaghi's theory of consolidation assumes laminar flow, vertical flow direction, homogeneity, isotropy, incompressibility, and constant coefficients of compressibility and permeability.
• ❓ The governing equation for one-dimensional consolidation involves the coefficient of consolidation and can be solved using boundary conditions.
• 🧑‍🏭 The degree of consolidation can be determined from consolidation plots, which show the relationship between U and the time factor.

Transcript

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Questions & Answers

Q: What is one-dimensional consolidation in soil mechanics?

One-dimensional consolidation refers to the gradual dissipation of pore water pressure and compression of soil grains, leading to an increase in soil's shear strength.

Q: What are the assumptions made by Terzaghi in his theory of consolidation?

Terzaghi assumed laminar flow, vertical flow direction, homogeneity and isotropy of soil, incompressibility of soil and water, constant coefficient of compressibility, and constant permeability.

Q: What is the coefficient of consolidation?

The coefficient of consolidation (CV) represents the soil's ability to consolidate under applied effective stresses. It is calculated as the ratio of permeability (K) to the coefficient of volume compressibility (MV).

Q: How is the degree of consolidation related to the coefficient of consolidation?

The degree of consolidation (U) indicates the amount of pore water pressure dissipated during consolidation. It is related to the time factor (TV) through mathematical equations, depending on the U value.

Summary & Key Takeaways

• One-dimensional consolidation is a process in which pore water pressure decreases and soil grains compress, increasing the shear strength of the soil.

• Terzaghi's theory on consolidation assumes laminar flow, vertical flow direction, homogeneity and isotropy of soil, incompressibility of soil and water, constant coefficient of compressibility, and constant permeability.

• The governing equation for one-dimensional consolidation is derived, along with the coefficient of consolidation and degree of consolidation.