Difficulty: Easy
Correct Answer: None of these
Explanation:
Introduction / Context:
This conceptual question reviews capillary action, hydrostatics, and matric suction in soils. Correct understanding is crucial for seepage analyses, slope stability in unsaturated zones, and foundation design near fluctuating water tables.
Given Data / Assumptions:
Concept / Approach:
Each listed statement accords with basic soil mechanics: (a) Capillary rise is inversely proportional to pore size; (b) In the absence of a gradient, pore water can be static below the water table; (c) Hydrostatic pressure increases linearly with depth; (d) Above the water table, negative pore water pressures produce apparent cohesion often termed soil suction.
Step-by-Step Solution:
Verification / Alternative check:
Standard textbooks on unsaturated soil mechanics corroborate the definitions and relationships cited.
Why Other Options Are Wrong:
Choosing any of (a)–(d) as incorrect would contradict well-established hydrostatics or capillarity principles.
Common Pitfalls:
Confusing capillary rise with permeability; assuming water must be moving below the water table; overlooking that suction is a negative pore pressure phenomenon.
Final Answer:
None of these
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