Difficulty: Easy
Correct Answer: a_c = (e_0 − e) / (σ′ − σ′_0)
Explanation:
Introduction / Context:
The coefficient of compressibility a_c (often denoted a_v) quantifies the change in void ratio per unit increase in effective vertical stress in one-dimensional consolidation. It is a fundamental parameter for settlement predictions and for interpreting oedometer test results.
Given Data / Assumptions:
Concept / Approach:
By definition, a_c = Δe / Δσ′ with the understanding that e decreases as σ′ increases. Using e_0 at σ′_0 and e at σ′: Δe = e_0 − e and Δσ′ = σ′ − σ′_0. Thus a_c = (e_0 − e) / (σ′ − σ′_0). This form is consistent with positive a_c for compressive loading that reduces void ratio.
Step-by-Step Solution:
Verification / Alternative check:
Units: a_c is dimensionless per unit stress (e.g., per kPa). The sign convention yields positive values for consolidation (e decreases as σ′ increases).
Why Other Options Are Wrong:
(b) reverses the numerator sign; (c) inverts the ratio; (d) and (e) are not the standard definition for a_c across a stress increment.
Common Pitfalls:
Mixing e vs. void ratio change with volumetric strain; forgetting to use effective stress rather than total stress in consolidation.
Final Answer:
a_c = (e_0 − e) / (σ′ − σ′_0)
Discussion & Comments