Bearing capacity of strip footings in unsaturated soils reinforced with layered geogrid sheets using upper bound method DOI
Sheng Xu, Zhenyu Yin

Geotextiles and Geomembranes, Journal Year: 2024, Volume and Issue: 53(1), P. 405 - 426

Published: Nov. 21, 2024

Language: Английский

Coupled Finite Element and Artificial Neural Network Analysis of Interfering Strip Footings in Saturated Cohesive Soils DOI
Mohammed Y. Fattah, Luttfi A. Al-Haddad, Mo’men Ayasrah

et al.

Transportation Infrastructure Geotechnology, Journal Year: 2024, Volume and Issue: 11(4), P. 2168 - 2185

Published: Jan. 10, 2024

Language: Английский

Citations

18
Bearing capacity of footings on geosynthetic-reinforced soils under combined loading DOI

B. Yaghoobi,

Hessam Fathipour, Meghdad Payan

et al.

Geosynthetics International, Journal Year: 2023, Volume and Issue: 31(5), P. 568 - 596

Published: June 19, 2023

In this study, the ultimate bearing capacity of shallow strip footings resting on a geosynthetic-reinforced soil mass subjected to inclined and eccentric combined loading is rigorously examined through well-established method lower bound limit analysis (LA) in conjunction with finite element (FE) second-order cone programming (SOCP). Lower formulation modified consider tensile force geosynthetic layer so as account for both pullout (sliding) rupture (structural) modes reinforcement failure. The effects several parameters, including embedment depth (u) strength (T u ) along load inclination angle (α) eccentricity (e), ratio (BCR) failure envelopes overlying foundation are discussed. results generally show marked increase surface footing against inclusion single layer. Results also reveal that second intermediate might be required bear dual performance vertical concentric scenarios more effectively support footing.

Language: Английский

Citations

13
A Coupled Effect of Eccentric Loading and Upward Seepage on Collapse Settlement of Strip Footings on Reinforced Sand DOI
Ehsan Badakhshan, Ali Noorzad, Jean Vaunat

et al.

International Journal of Geomechanics, Journal Year: 2024, Volume and Issue: 24(8)

Published: June 4, 2024

Language: Английский

Citations

3
Bearing capacity of 3D jack-up rig by skew- boundary condition with viscoplasticity element-by-element method DOI
Ty Phuor,

Indra Sati Hamonangan Harahap,

Avshalom Ganz

et al.

Ocean Engineering, Journal Year: 2025, Volume and Issue: 322, P. 120501 - 120501

Published: Jan. 31, 2025

Language: Английский

Citations

0
On the role of aspect ratio on the geocell-reinforced soils: A coupled continuum-discontinuum study DOI
Haibo Wang, Ge Gao, Mohamed A. Meguid

et al.

Computers and Geotechnics, Journal Year: 2025, Volume and Issue: 184, P. 107256 - 107256

Published: April 9, 2025

Language: Английский

Citations

0
Automatic remeshing in limit analysis with deformable polygon discretization DOI Creative Commons
Yiwei Hua, Gabriele Milani

International Journal of Mechanical Sciences, Journal Year: 2025, Volume and Issue: unknown, P. 110349 - 110349

Published: May 1, 2025

Language: Английский

Citations

0
Limit load space of rigid strip footing on sand slope subjected to combined eccentric and inclined loading DOI
Quang N. Pham, Satoru Ohtsuka, Koichi Isobe

et al.

Computers and Geotechnics, Journal Year: 2023, Volume and Issue: 162, P. 105652 - 105652

Published: July 12, 2023

Language: Английский

Citations

9
Prediction of the Bearing Capacity of Strip Footing at the Homogenous Sandy Slope Based on the Finite Element Method and Multivariate Adaptive Regression Spline DOI
Lindung Zalbuin Mase,

Mutiara Azzahra Putri,

Annisa Fitria Edriani

et al.

Transportation Infrastructure Geotechnology, Journal Year: 2023, Volume and Issue: 11(4), P. 1520 - 1546

Published: Sept. 27, 2023

Language: Английский

Citations

9
An innovative bionic offshore wind foundation: Scaled suction caisson DOI
Dayong Li,

Jipeng Zhao,

Yuqi Wu

et al.

Renewable and Sustainable Energy Reviews, Journal Year: 2023, Volume and Issue: 191, P. 114208 - 114208

Published: Dec. 17, 2023

Language: Английский

Citations

8
Triaxial Test of Coarse-Grained Soils Reinforced with One Layer of Geogrid DOI Creative Commons
Mindaugas Zakarka, Šarūnas Skuodis, Neringa Dirgėlienė

et al.

Applied Sciences, Journal Year: 2023, Volume and Issue: 13(22), P. 12480 - 12480

Published: Nov. 18, 2023

Geosynthetics play a pivotal role in modern infrastructure projects, with geogrids serving as common choice for enhancing bearing capacity and reducing soil settlement road construction. This study investigates the influence of density uniformity coefficients on geogrid-reinforced sandy gravelly soils through series consolidated drained triaxial tests. The research covers six distinct types from Lithuania, each characterized by particle size distribution analysis classified using various standards. A polyester biaxial geogrid is employed, test specimens are prepared without reinforcement. Triaxial compression tests performed at different cell pressures, mirroring real-world conditions results highlight critical pressure reinforcement effect, higher pressures geogrid’s influence. also emphasizes importance type, gravel consistently exhibit deviatoric stress than soils. Notably, enhances cohesion but reduces angle internal friction most cases. Overall, this provides valuable insights into intricate interplay between properties, reinforcement, pressure, shedding light mechanical behavior geosynthetic-reinforced construction applications.

Language: Английский

Citations

4