
Effective Stress and Pore-Water Pressure
The fundamental relationship between total stress, pore pressure and effective stress in soil behaviour.
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The fundamental relationship between total stress, pore pressure and effective stress in soil behaviour.

Engineering assessment of Darcy flow, hydraulic conductivity, flow nets and internal erosion.

Stress increase, preconsolidation pressure, compression indices and time-dependent settlement in clay.

Correct interpretation of cohesion, friction angle, drainage condition and stress path.

Boundary conditions, outputs and project-based selection of two principal strength tests.

General, local and punching failure; bearing components and design checks for shallow foundations.

Evaluation of soil profiles from cone resistance, sleeve friction and pore-pressure data.

How sampling, transport and preparation influence laboratory parameters.

Scientific framework for cyclic pore-pressure generation, susceptibility and site assessment.

Expansive soils through clay mineralogy, suction, volume change and soil-structure interaction.

Wetting-induced volume loss of loose, metastable soil fabric in arid and semi-arid settings.

Academic summary of failure mechanisms, pore pressure, limit equilibrium and safety assessment.