Embankments Reinforced by Vertical Inclusions on Soft Soil: Numerical Study of Stress Redistribution

Abstract

Constructing embankments over soft soils is a challenge for geotechnical engineers due to large settlements. Among diverse ground-improvement methods, combining piles and geosynthetics (e.g., geosynthetic-reinforced piles, deep cement mixing columns, geotextile-encased columns) emerges as a reliable solution for time-bound projects and challenging ground conditions. While stress distribution within pile-supported embankments has been extensively studied, the load transfer efficiency of piled solutions with geosynthetic reinforcement remains less explored. The novelty in this study lies in the investigation of three different inclusion solutions from a common control case in the numerical model considering the role of geosynthetic reinforcement. This study investigates the load transfer mechanisms in embankments supported by various techniques including geosynthetic-reinforced piles, deep cement mixing columns, and geosynthetic-encased granular columns. Two-dimensional axisymmetric finite element models were developed for three cases of embankments supported by vertical inclusions. Numerical findings allow clarification of the soft ground and embankment characteristics which influence the arching and membrane efficiencies. Rigid piles outperform deep cement mixing (DCM) columns and geotextile-encased columns (GEC) in reducing settlements of soft ground. Geosynthetic reinforcements are particularly helpful for rigid pile solutions in high embankments due to their load transfer capability. Additionally, physical properties of fill soil can impact the inclusion solutions, with high shear resistance enhancing the arching effect and lower modulus subsoils showing better arching performance.

Experimental Study on Scouring and Deposition Characteristics of Riprap at Embankment Toe Due to Overflow

“…[10] Johnson et al compared the effectiveness of four types of scour protection: riprap, coreloc, riprap with underlayer, and coreloc with underlayer to determine the scour characteristics and concluded that riprap combined with underlayer showed a significant improvement in minimizing the scour hole. Researchers have also used grade control structures, block ramps, and other ground improvement techniques to minimize scour and settlement [11,12]. One structural measure that has successfully solved the scour problem worldwide is constructing a block ramp structure in a stream [13].…”