OasisLMS

Editorial Note - Vol. 14, No. 1, 2020

Safety Factor for Drilled Shaft Foundations Subjected to Wind-Induced Torsion

Theoretical “t-z” Curves for Piles in Radially Inhomogeneous Soil

Development of Experimental P-Y Curves from Centrifuge Tests for Piles Subjected to Static Loading and Liquefaction-Induced Lateral Spreading

Analysis of Strain-Gage Records from a Static Loading Test on a CFA Pile

Sensitivity Analysis of Soft Clay Parameters on an Existing Quay Wall at the East Port in Port Said, Egypt