Combined bearing capacity of footings on geogrid-reinforced granular fill over soft clay

M Fatehi, B Yaghoobi, M Payan… - Geosynthetics …, 2023 - icevirtuallibrary.com
The current study investigates the ultimate bearing capacity of obliquely/eccentrically loaded
shallow strip foundations resting on a geogrid-reinforced granular fill with limited thickness …

Numerical modelling of reinforced fill over a void considering rate-dependent stiffness of the reinforcement

FM Naftchali, RJ Bathurst - Geotextiles and Geomembranes, 2024 - Elsevier
The problem of a reinforced fill over a void has been the subject of much research in the
geosynthetics literature. Previous studies have mainly focused on finding closed-form …

Study on stress distribution law of surrounding rock of roadway under the goaf and mechanism of pressure relief and impact reduction

J Zhang, Y Zhang, Y Han, W Fan, Z Song, H Yu… - Engineering Failure …, 2024 - Elsevier
To safely extract residual coal from a mine affected by rock bursts, the concept of “roadways
under goafs” has been proposed as an effective layout. The pressure relief and shock …

One‐Dimensional‐Convolutional Neural Network (1D‐CNN) Based Reliability Analysis of Foundation Over Cavity Incorporating the Effect of Simulated Noise

K Shubham, S Metya, AK Sinha… - Advances in Civil …, 2024 - Wiley Online Library
This paper presents a thorough reliability assessment of cavity foundation systems involving
the generation of 272 datasets using Plaxis 2D automation. The parameters were …

Effect of single and dual voids on vertical capacity of large-diameter monopiles in marine clay

W Peng, M Zhao, L Zhang, Q Zhu… - Marine Georesources & …, 2024 - Taylor & Francis
This study utilizes the finite element limit analysis (FELA) method to numerically investigate
the effect of single and dual voids on the vertical bearing capacity of nearshore large …

Rolling simulation and uneven stratification analysis of electrically conductive roller-compacted concrete by coupling continuous-discontinuous method

Y He, M Zhang, M Li, Q Min, G Deng, Y Wang - Construction and Building …, 2024 - Elsevier
Excellent electro-thermal performance ensures that electrically conductive roller-compacted
concrete (ERCC) has the potential to solve infrastructure safety problems caused by low …

[HTML][HTML] Influence of soil fabric anisotropy on the bearing capacity of geosynthetic-reinforced foundations under eccentric and inclined loadings

S Keawsawasvong, H Fathipour, PZ Ranjbar… - Soils and …, 2024 - Elsevier
This study aims to explore the significant impact of soil fabric anisotropy on the ultimate
bearing capacity of eccentrically and obliquely loaded shallow foundations overlying a …

Macro-microscopic mechanical behavior of geogrid reinforced calcareous sand subjected to triaxial loads: Effects of aperture size and tensile resistance

Z Luo, X Ding, Q Ou, Y Lu - Geotextiles and Geomembranes, 2024 - Elsevier
Reinforcing calcareous sands with geogrids is a potentially effective method for large-scale
geotechnical constructions in coastal lands. The breakable nature of polygonal calcareous …

Modeling obliquely incident seismic wave propagation in rocks via the FDM-DEM coupling scheme: Algorithms and applications

K Gu, J Zhou, F Dai, L Zhang, W Cheng… - Computers and …, 2024 - Elsevier
The incidence angle of seismic waves plays a pivotal role in the stability analysis of
structures in near-field zones. Despite its importance, the application of obliquely incident …

Numerical modelling of sand liquefaction via a weakly coupled approach between lattice spring and discrete element methods

Z Li, GF Zhao, YJ Zhang, ZP Hao, KL Niu… - Computers and …, 2024 - Elsevier
Liquefaction, often induced by seismic activities, poses considerable risk to structures and
necessitates accurate prediction and analysis to enhance engineering designs. By adopting …