Recent case histories have demonstrated that soil liquefaction can occur repeatedly at a site
during a sequence of earthquake events. Field observations and laboratory tests imply that …

To provide new insights into the liquefaction and post-liquefaction behaviors of calcareous
sand with and without geosynthetics reinforcement, a series of multi-stage cyclic triaxial tests …

As the dynamic shear stress acting on soil column could not be measured directly during
earthquakes, the simplified procedure proposed by Seed and Idriss is used to calculate the …

Abstract Based on the Mohr-Coulomb model, a modified Mohr-Coulomb model that can
consider both softening effect and intermediate principal stress effect was formed by …

Abstract On 28 September 2018, the Mw 7.5 Sulawesi earthquake occurred in Indonesia,
triggering long-distance flow-type landslides on very gentle slopes in and around Palu City …

In practice, post-liquefaction strength is largely determined from case histories, but the case
history database is limited and there are gaps in the information available in each case. As a …

The simulation of stress-strain response of saturated sand under numerous cyclic loadings
is of significant interest to the development of constitutive model, and the simulation results …

Shallow gas can cause many disasters, and it is reported in many marine engineering
constructions. For this, it is imperative to understand the impact of gas on the mechanical …

Offshore wind power construction is currently experiencing rapid growth worldwide, with
China leading in the number of offshore wind turbines. Approximately 60% to 70% of these …

The triaxial device remains, largely for good reason, the primary laboratory element test
used to characterise tailings. There are many aspects of tailings characterisation where the …