It is the supplementary data for publications and the PhD thesis of Ching-Yu Chao. The research aims to address significant gaps in the understanding of the behaviour of Dutch soft organic clays under
Landslides induced by extreme rainfall events pose a significant threat to critical infrastructure and public safety in vulnerable regions. Vegetation, particularly plant root systems, offers an envir
The stress-strain-strength behavior of Ottawa F-65 sand is investigated through a series of stress-controlled Cyclic Direct Simple Shear (CDSS) tests conducted as part of the Liquefaction Experiments
A model of computing the plasticity index of inorganic soil using the ratio of the second norm (Euclidian norm) to the first norm (Manhattan distance) of the idealized fall cone flow curve is proposed