Similar papers
Open access
Oct 2026
Comparative Analysis of Geotextile-Reinforced Embankment Slope Stability Using the Bishop Method in GeoStudio SLOPE/W and Finite Element Analysis in PLAXIS 2D: A Case Study of the Klaten–Purwomartani Toll Road Project, Section 1, Package 1.2, STA 38+000
This study aims to analyze the stability of embankment slopes in the Klaten–Purwomartani Toll Road Construction Project Section 1Package 1.2 STA 38+000 by comparing the analysis results using GeoStudio SLOPE/W and PLAXIS 2D, as well as evaluating the effectiveness of geotextile reinforcement and verification using the...
Suci Febrian Tri Prasatya, A. G. Amarta, Dedy Rutama
· Journal La Multiapp · 0 citations
Conference
Open access
2026
Stability of Geosynthetic-Reinforced Pile-Supported Embankments – is membrane or soil arching effect more important?
The construction of roadways and railways over soft soil areas presents significant challenges for ground improvement techniques. Geosynthetic-reinforced pile-supported embankment (GRPSE) systems offer a promising solution for meeting strict settlement and stability requirements in transportation infrastructure. These...
Yin Hu, Laurent Briançon, Daniel Dias
· E3S Web of Conferences · 0 citations
Conference
Open access
2026
A small-scale experimental approach for preliminary screening of pavement performance under cyclic loading with controlled surface confinement
Geosynthetics are widely used in road construction to improve structural performance. Their performance has been evaluated using both large-scale field tests and laboratory-based cyclic loading tests. However, laboratory investigations are often limited by cost, space, and preparation requirements. This study therefore...
Jia-Cheng Qiu, Yue Chen, Jian-Feng Xue
· E3S Web of Conferences · 0 citations
Conference
Open access
2026
Numerical Analysis of Stability of Geosynthetic-Reinforced Embankments over Aggregate Columns-Improved Soft Ground under Undrained Conditions
Geosynthetics have been increasingly used as basal reinforcement over aggregate columns to support embankments on soft ground. The current practice often simplifies the column-improved ground into a homogeneous mass characterized by a weighted average strength between columns and soils as an equivalent strength method...
Hao-Hua Chen, Jie Han, Robert L. Parsons
· E3S Web of Conferences · 0 citations
Open access
Sep 2026
Numerical Simulation and Structural Evaluation of Earthen Masonry Systems Built with Optimized Granite-Lime Stabilized Compressed Earth Blocks
This study adopts a combined experimental and numerical finite element research design to evaluate the structural performance and engineering characteristics of Compressed Earth Blocks (CEBs) stabilized with industrial Granite Waste Powder (GWP, 0–15%) and hydrated lime (0–6%). Rapid urban growth and the high carbon fo...
Muhammad Sani Abdullahi, S. Y. Umar, I. Abdulkarim
· African Journal of Advances... · 0 citations
Open access
Oct 2026
Mechanical and numerical evaluation of expansive soils for flexible road pavement stabilization using sugarcane bagasse ash and lime
The expansive, highly swelling clay soils, which have low bearing capacity, result in damage to flexible pavements. Utilizing locally available waste materials to develop low-cost, sustainable stabilizers improves the engineering properties of the subgrade. Laboratory-strength enhancement, establishing links between ma...
B. Gidday, Temesgen Laibo Malefia, Biruk Gissila Gidday et al.
· Discover Environment · 0 citations