Lambe and Whitman explain how to represent the effects of water in soils using submerged unit weight and seepage forces. They distinguish between total-stress approaches with boundary water pressures and effective-stress viewpoints with explicit seepage forces. Examples show uplift, flow beneath structures, and the influence of seepage on slope and excavation stability.
Submerged Weight and Seepage Forces
T. W. Lambe; R. V. Whitman · 1968 · Soil Mechanics (Textbook)
