Abstract The basal heave stability of supported excavations is an essential problem in geotechnical engineering. This paper considers the probabilistic analysis of basal heave stability of supported excavations with spatially random soils by employing the random adaptive finite element limit analysis and Monte Carlo simulations to simulate all possible outcomes under parametric uncert... https://www.bekindtopets.com/great-save-3rd-Marine-Division-Coffee-Mug-deal-day/