Interference influence on behavior of shallow footings constructed on soils, past studies to future forecast: A state-of-the-art review

M Ghazavi, PF Dehkordi - Transportation Geotechnics, 2021 - Elsevier
In practice, footings may be constructed near each other which results in an interaction
between foundations and leads to significant effect on bearing capacity (BC), failure …

Dynamic response of soil–pile–structure system subjected to lateral spreading: shaking table test and parallel finite element simulation

L Su, HP Wan, S Abtahi, Y Li… - Canadian Geotechnical …, 2020 - cdnsciencepub.com
This paper investigates the dynamic response of soil–pile–structure interaction (SPSI)
system behind a quay wall in liquefiable soil and laterally spreading ground through both …

Soil-pile-quay wall system with liquefaction-induced lateral spreading: experimental investigation, numerical simulation, and global sensitivity analysis

L Su, HP Wan, Y Li, XZ Ling - Journal of Geotechnical and …, 2018 - ascelibrary.org
Extensive damage to offshore and port structures supported on piles behind a quay wall has
been frequently reported as a result of soil liquefaction and lateral spreading in earthquakes …

Efficient uncertainty quantification of wharf structures under seismic scenarios using Gaussian process surrogate model

L Su, HP Wan, Y Dong, DM Frangopol… - Journal of Earthquake …, 2021 - Taylor & Francis
The scenario-based seismic assessment approach is illustrated within a large-scale pile-
supported wharf structure (PSWS). As nonlinear seismic response analysis is …

[HTML][HTML] Finite element-based probabilistic framework including Bayesian inference for predicting displacements due to tunnel excavation

J Minini, Y Zhang, M Groslambert… - Computers and …, 2023 - Elsevier
Excessive settlements due to tunnel excavation in urban sites may affect the stability of
sensitive buildings, and additional design costs are needed to prevent these effects. In this …

Polynomial chaos kriging-assisted reliability-based design optimization for a deep mixing wall

T Zhang, A Abdallah, O Cuisinier, F Masrouri - Computers and Geotechnics, 2025 - Elsevier
This paper presents a Reliability-Based Design Optimization (RBDO) for Deep Mixing Walls
(DMW), taking into account parameter uncertainties, required safety levels and construction …

[HTML][HTML] Probabilistic-based analysis of a shallow square footing using Monte Carlo simulation

RR Shakir - Engineering Science and Technology, an International …, 2019 - Elsevier
In this research, the bearing capacity (BC) of square shallow foundations at a depth of 0.5 m
has been computed with different width ranged from 1 m to 4 m utilizing direct approach …

Explicit consideration of geomaterial uncertainties in the load resistance factor design of piles driven into rock-based intermediate geomaterials

OE Oluwatuyi, SS Wulff, KW Ng - Transportation Geotechnics, 2024 - Elsevier
The study presents a method for estimating the end bearing of piles driven into rock-based
intermediate geomaterials (IGMs). Existing design methods, rooted in soil mechanics, often …

Stochastic analysis of the capacity of two parallel footings on a thin sand layer

PF Dehkordi, UFA Karim, M Ghazavi… - Proceedings of the …, 2019 - icevirtuallibrary.com
This paper presents a study on the stochastic bearing capacity of two parallel strip footings
supported on a heterogeneous sand layer confined by a rigid base. Variability of the sand is …

Response characteristic of crane-wharf interaction system: Numerical simulation and global sensitivity analysis

L Su, X Zhang, L **e, P Zhang, A Zhang, Z Qiu, X Ling - Ocean Engineering, 2022 - Elsevier
Crane, an important platform to carry and move cargo in the ports, can evidently affect the
overall response of pile-supported wharf system. In many earlier analytical studies, the …