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In this study, Madinah Al-Munawara soil conditions are considered to analyse the isolated shallow foundation system. Finite element models are generated for dry and wet soil conditions by using the COMSOL Multiphysics program. The numerical analysis results indicate the possibility of higher settlements under saturated conditions. Simple 1-D experimental element model tests have also been conducted to analyze the effects of the moisture change on the pre-loaded shallow foundations.

Performance of Shallow Building Foundations under Infrequent Rainfall Patterns at Al-Madinah, Saudi Arabia