
Soil Shear Strength and the Mohr–Coulomb Model
Correct interpretation of cohesion, friction angle, drainage condition and stress path.
JeoKesitExplore detailed and referenced articles covering the workflow from borehole data to scaled geological sections.

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.

Assessment of at-rest, active and passive pressure states with deformation and drainage.

Method selection through problem definition, feasibility, verification and life-cycle performance.

Integrating piezometer, inclinometer, settlement and load measurements with objectives and action thresholds.