This data corresponds to PhD thesis:Title: Testing and modeling of sheet pile reinforced dikes on organic soils subtitle: Insights from the Eemdijk full-scale failure test It contains the paired an
A set of 1-m radius centrifuge tests on saturated loose Ottawa sand models treated to various cementation levels and subjected to multiple shaking events. Changes in cone penetration resistance and s
Predictive models were developed in this study using soft computing techniques including artificial neural network (ANN), M5P model tree (M5P) and random forest (RF) to predict laterite permeability c
Third free field test designed to be a repeat of Test I-02 and I-0 to further assess the repeatability of the experiment. Soil profile consists of 10 m of loose sand underlain by 2 m of dense, lightly
