Abstract: Nearly all limit equilibrium‐based computer programs for slope stability analysis are able to search for the critical slip surface and the associated minimum factor of safety. However, the vast majority of these programs ...

Abstract: A survey of 230 ASCE Faculty Advisors was conducted to identify the level of institutional support available to Student Chapters; the degree of academic credit awarded to Faculty Advisors; and the environmental characteristics ...

Abstract: Participation in a healthy and vibrant ASCE Student Chapter or Club enables a civil engineering undergraduate to become better prepared for professional practice. A survey of 230 ASCE Student Chapters and Clubs is conducted ...

Abstract: All existing closed‐form solutions for sheet‐pile analysis and design are based on the assumption of material homogeneity below the dredge line. Unfortunately, the composition of natural deposits is often quite complex, ...