Plate Load Tests of Soft Foundations Reinforced by Soilbags with Solid Wastes for Wind Farms

Abstract

Soilbags are expandable three-dimensional geosynthetic bags made from high-density polyethylene or polypropylene. This study conducted a series of plate load tests to explore the bearing capacity of soft foundations reinforced by soilbags filled with solid wastes based on an onshore wind farm project in China. The effect of contained material on the bearing capacity of the soilbag-reinforced foundation was investigated during the field tests. The experimental studies indicated that soilbag reinforcement with reused solid wastes could substantially improve the bearing capacity of soft foundations under vertical loading conditions. Solid wastes like excavated soil or brick slag residues were found to be suitable as contained material, and the soilbags with plain soil mixed with brick slag had higher bearing capacity than those with pure plain soil. The earth pressure analysis indicated that stress diffusion occurred through the soilbag layers to reduce the load transferred to the underlying soft soil. The stress diffusion angle of soilbag reinforcement obtained from the tests was approximately 38°. In addition, combining soilbag reinforcement with bottom sludge permeable treatment was an effective foundation reinforcement method, which required fewer soilbag layers due to its relatively high permeability. Furthermore, soilbags are considered sustainable construction materials with advantages such as high construction efficiency, low cost, easy reclamation and environmental friendliness while making full use of local solid wastes.

Analysis of compression damage pattern and strength influencing factors in graphite-tailing-filled soilbags

“…Soilbags are advantageous for treating solid waste 13 , 14 . Currently, they are widely used in slope protection 15 , 16 , scour control 17 , riverbank protection 18 , waste treatment 19 , foundation treatment 20 – 22 , retaining walls 23 – 25 , road engineering 26 , 27 , and tailing dams 28 – 30 .…”