As the soil traction of the track system consisting of a track plate and protruded grousers is
generally higher than that of a comparable wheel system, underwater tracked vehicles are …

To distinguish how the natural density of soil affects the seismic response of a soil slope,
three large-scale shaking table tests are conducted on slopes of different densities under …

In the program of LEAP-Asia-2019, three dynamic centrifuge model tests on a 5-degree
sloping ground composed of saturated Ottawa F-65 sand have been conducted at Zhejiang …

Pile foundations, which support offshore structures, are primarily subjected to cyclic lateral
loads. The accumulated lateral displacement of the pile foundation is a critical parameter …

In this study, pseudo-static and dynamic analyses were performed for reasonable
earthquake-resistant designs of soil-pile systems. The emphasis was on evaluating the …

In this study, a revised scaling law for laboratory test models of strip foundations on
cohesionless soils is proposed. The centrifuge model tests were conducted on a strip model …

This study aimed to investigate the applicability of the 1g similitude law to the physical
modeling of soil-track interaction. Model track experiments were performed using four …

In the shaking table test of a soil–pile–bridge structure system, it is difficult to keep the
similarity relations of the model structure and that of the model soil consistent. Due to the …

The response of structure to earthquake loading is an important parameter in analysis and
Design. It is evident from the past earthquakes that the damage to the structure not only …

Piles that support offshore wind turbine structures are dominantly subjected to cyclic lateral
loads of wind, waves, and tidal forces. For a successful design, it is imperative to investigate …