This paper focuses on reviewing some classical soil-structure interaction models (SIMs)
based on different superstructures and soils and strives to establish the relations between …

The subsurface fate of stormwater infiltration enhanced by green infrastructure (GI) is
unknown. GI redirects stormflows from the surface into the subsurface, which can be …

Buried pipelines in soil undergoing ground vibrations respond by simple kinematic
interaction and essentially follow the motion of the surrounding ground. More specifically …

A probabilistic analysis of vertically and obliquely loaded strip footings resting on a spatially
varying soil is presented. The system responses are the footing vertical and horizontal …

In this paper, a probabilistic methodology is presented for assessing the time-variant
reliability of corroded underground pipelines subjected to space-variant soil …

The failure of civil engineering systems is a consequence of decision making under
uncertain conditions. Generally, buried flexible pipes are designed for their transversal …

A model for the stiffness degradation coefficient of laterally loaded piles in chloride
environments is established. The spatial variability of the modulus of elasticity of soil is …

Reinforced concrete (RC) culverts under high fill have been widely used in the construction
of expressways and railways. Based on the results of a field survey, various types of …

To address the prominent problem of collapse instability in shallow buried soft ground
tunnels, a non-invasive stochastic finite element method was introduced. Taking Fujian …

In the analysis of non-linear behaviour of buried structures, the soil–structure interaction is
the most important cause of buried pipeline failure, especially when the soil is modelled as a …