An analytical model defining soil nail walls' probability of failure with respect to external and
internal stability is developed in the present study. Unit weight, shear strength properties and …

Abstract Properties of geological materials vary significantly both spatially and temporally.
Geotechnical design and practice are influenced by variations in properties and proper …

This study demonstrates an efficient and precise surrogate model to probabilistically analyze
the helical soil nailed walls (HSNWs) under seismic conditions. The modified pseudo …