The influence of liquefaction resistance and fabric anisotropy simulation capability in
constitutive models on site level seismic response analysis is analyzed through a series of …

A framework for the estimation of coseismic deformations in the postliquefaction regime is
developed based on an extensive database of available cyclic undrained stress-controlled …

Biocementation is a biomediated ground improvement technique that can improve the
engineering behavior of granular soils. The process has received significant attention as an …

Understanding the mechanisms for the development of large deformation of sand within
sloping ground due to liquefaction remains one of the most challenging topics in earthquake …

Spanning from purely theoretical standpoint to practical applications, there is a particular
interest to enhance understanding of the effects of static shear on the cyclic behavior of soil …

Temporary seismic frequency wandering of buildings during and after seismic events has
often been observed and has not yet been investigated, in particular with regards to the …

Severe liquefaction was extensively observed in and around Christchurch City, New
Zealand, following the Canterbury Earthquake Sequence (2010-2011 and 2016). The effects …

The effects of liquefaction on sloping ground often include the development of extremely
large deformation. Although such phenomenon has been repeatedly observed following …

The T-sand model is a state-dependent elasto-plastic constitutive model capable of
describing the monotonic and cyclic drained and undrained torsional simple shear (TSS) …

Abstract Microbially Induced Calcite Precipitation (MICP) is an environmentally conscious
soil improvement technique that can improve the geotechnical properties of granular soils …