Search
CSV
RISSlope Stability Assessment Using a New Finite-Element Analysis with Emphasis on <i>K</i><sub>0</sub> and <i>ν</i> Mutual Influence on the Initial Stress Field
Publisher: American Society of Civil Engineers
Abstract: A novel finite-element (FE) procedure for analyzing slope stability was recently developed and encoded into a Fortran computer code S4DINA 2.0. This innovative approach involves a gradual increment in the principal stress ...
Analytical Quantification of Ultimate Resistance for Sand Flowing Horizontally around Monopile: New p-y Curve Formulation
Publisher: ASCE
Abstract: Driven by the need to enhance the performances of the Winkler model when dealing with large-diameter monopiles, the primary objective of this paper is to propose a new p-y formulation that has the ability to realistically ...
Analytical Formulation of the Ultimate Resistance for Piles in Undrained Clays Based on Threefold Failure Mechanisms
Publisher: ASCE
Abstract: Large-diameter piles (commonly called monopiles) are extensively used to support offshore wind turbines (OWTs) for withstanding large lateral and overturning moments. Results from monotonic tests suggested that the design ...