Step 1: Understanding the Concept:
Apparent cohesion in unsaturated soils is generated by capillary meniscus water films bridging adjacent soil grains, governed by the Young-Laplace capillary equation.
Key Formula or Approach:
\[ P_c = \frac{2\sigma \cos \theta}{r} \]
where \(\sigma\) is the surface tension of water and \(r\) is the pore radius particle contact radius.
Step 2: Detailed Explanation:
Capillary attractive force between adjacent soil particles is given by:
\[ F_{\text{cohesion}} \propto \frac{\sigma}{d} \]
where:
- \(\sigma\) is the surface tension of water (increasing surface tension increases cohesive tensile meniscus pull).
- \(d\) is the soil particle diameter (finer particles have much smaller pore radii and higher specific surface area, generating stronger cohesive suction forces).
Thus, soil cohesion varies directly with water surface tension and inversely with particle size.
Step 3: Final Answer:
Therefore, cohesion varies directly with surface tension and inversely with particle size, matching option (C).