ABSTRACT The integration of Large Language Models (LLMs), such as ChatGPT, into the
workflows of geotechnical engineering has a high potential to transform how the discipline …

The excess pore water pressure (EPWP) ratio is one of the contributing factors to the
earthquake-induced uplift displacement of underground structures. To investigate its role in …

Historical earthquake-induced damage and studies have shown that the impact of vertical
earthquake motions on sand liquefaction cannot be ignored in liquefiable sites with …

To research the effect of vertical earthquakes on rectangular underground structures in
inclined liquefied foundations, and explore the seismic response characteristics of the …

This article develops an Arbitrary Lagrangian Eulerian (ALE) finite element program for
liquefaction dynamic analysis of saturated sand based on the updated Lagrange finite …

Abstract Gumbasa Irrigation Area was one of the public infrastructures affected by the
liquefaction and flow-slide. Restoring it to operate as before required a reconstruction plan …

Drainage rigid piles represent a commonly used antiliquefaction treatment for saturated
sand foundations. Small‐scale model tests on the liquefaction‐resistant characteristics of …

The rigid‐drainage pile, designed to accelerate the dissipation of excess pore water
pressure around the pile, is a new type of pile that combines the bearing capacity of ordinary …

A reliability analysis considering the soil investigation locations is applied to 12km long
irrigation channel reliability assessment of vertical displacement by liquefaction. The …

This chapter delves into the utilization of reduced order models (ROMs) for assessing
system performance in geotechnical engineering, specifically focusing on robustness and …