P Wang, ZY Yin, WH Zhou, W Chen - Acta Geotechnica, 2021 - Springer
The mechanical behavior at soil–structure interface (SSI) has a crucial influence on the safety and stability of geotechnical structures. However, the behavior of SSI under constant …
P Wang, ZY Yin - Computers and Geotechnics, 2022 - Elsevier
Previous studies show that extensive particle breakage occurs at the soil-structure interface, which may influence the shear strength, but a corresponding comprehensive micro …
Serviceability criteria for offshore monopiles include the estimation of long-term, permanent tilt under repeated operational loads. In the lack of well-established analysis methods …
A segment-based mortar contact discretisation technique for the analysis of hydro- mechanically coupled dynamic processes with quadratically interpolated finite elements and …
Aiming at accuracy and computational efficiency, integrating discrete fracture and dual porosity-dual permeability models is a viable alternative to simulate flow in naturally …
AN Refani, T Nagao - Applied Sciences, 2023 - mdpi.com
Prestressed concrete piles with closed-ended circular hollow sections (spun piles) are sometimes used as foundations for pile-supported wharves. Due to a reduction in the rebar …
L Jin, MD Zoback - Journal of Geophysical Research: Solid …, 2017 - Wiley Online Library
We formulate the problem of fully coupled transient fluid flow and quasi‐static poroelasticity in arbitrarily fractured, deformable porous media saturated with a single‐phase …
H Fang, ZY Yin, D Zhang, L Cao - Computer Methods in Applied Mechanics …, 2024 - Elsevier
This paper proposes a novel numerical algorithm to solve frictional contact problems in two- phase porous media, accounting for the large deformation and interface fluid flow, within the …
The presence of discontinuities, such as fractures or geological faults, can significantly influence the fluid flow in a porous medium. In general, the discontinuities can act as …