Progressive development of soil arching and deformations in two-and three-dimensional trapdoor tests

R Rui, Y Yang, J Han, S Van Eekelen, Z Mu… - …, 2024 - icevirtuallibrary.com
In this study, two-and three-dimensional trapdoor tests were conducted using a newly
developed trapdoor test device, to investigate the evolution of soil arching and fill …

Probabilistic analyses of geosynthetic-reinforced pile-supported embankments using design methods and 3D finite element models considering soil variability

E Agarwal, N Luo, K Liu - Geotextiles and Geomembranes, 2025 - Elsevier
Abstract Geosynthetic-Reinforced Pile-Supported Embankments (GRPSE) are effective
composite structures to support highway infrastructures on weak soils. Numerous design …

Field test of geosynthetic-reinforced floating pile-supported embankments on soft soil

R Rui, S He, L Peng, SJM Van Eekelen, L Li… - Geotextiles and …, 2025 - Elsevier
This study conducted field tests on geosynthetic-reinforced floating pile-supported
embankments to evaluate the load transfer mechanism and embankment deformation …

[HTML][HTML] Experimental study on the modulus of soil reaction for plastic pipes buried in lightweight cellular concrete backfill

Y Ye, J Han, B Dolton, MW Zaman, RL Parsons - Underground Space, 2025 - Elsevier
The modulus of soil reaction, representing the stiffness of a soil surrounding pipes, is a
critical parameter in the design of buried flexible pipes. This study conducted plate loading …