Salt-affected cracking clay soils are common to many irrigated, relatively and regions of the world. The structural changes of these soils having changing water contents lead to a pattern of macro-porosity of concern to water management and groundwater contamination. Herein, we briefly describe the different morphologic observations and attempts at quantifying aspects of the soil-cracking phenomena. After a brief review of fracture mechanics theory, we outline the equations appropriate for its application to soils. Results of the theoretical analysis are compared with field observations of crack morphology in Tulare basin soils irrigated with Na2SO4waters having Total Dissolved Solids (TDS) concentrations of approximately 400, 4500, and 9000 mg/LThe theoretical analysis indicates that widely opened shallow cracks require high tensile stresses for propagation and that sodium-affected soils require yet greater energy to extend crack depth. Combining the theory with field observations indicated that changes in crack width and depth in the high salinity treatment soils required roughly twice the energy as that in the low salinity soils. In addition, we found that the change in water content necessary to induce crack growth increases as the soil dries and that at any given water content, the stress associated with crack growth was less in the high salinity soils. Overall, fracture mechanics, coupled with measurements of soil physical properties can be used to determine quantitatively the propensity of soils to crack and the extent to which cracking will occur. However, additional laboratory and field studies are necessary to verify estimates of strain energy release rates from the fracture mechanics theory