Abstract
The beneficial role of combining fiber reinforcement with lime stabilization in altering soil behavior has been established in the literature. However, the coupling effect of their combination still remains unclear in terms of its magnitude and microscopic mechanism, especially for natural fibers with special microstructures. The objective of this study was to investigate the coupling effect of wheat straw fiber reinforcement and lime stabilization on the mechanical behavior of Hefei clayey soil. To achieve this, an experimental program including unconsolidated–undrained (UU) triaxial tests and SEM analysis was implemented. Static compaction test samples were prepared on untreated soil, fiber-reinforced soil, lime-stabilized soil, and lime-stabilized/fiber-reinforced soil at optimum moisture content with determining of the maximum dry density of the untreated soil. The lime was added in three different contents of 2%, 4%, and 6%, and 13 mm long wheat straw fiber slices with a cross section one-quarter that of the intact ones were mixed in at 0.2%, 0.4%, and 0.6% by dry weight of soil. Analysis of the derived results indicated that the addition of a small amount of wheat straw fibers into lime-stabilized soil improved the intensity of the strain-softening behavior associated with mere lime stabilization. The observed evidence that the shear strength increase brought by a combination of 0.4% fiber reinforcement and 4% lime stabilization was smaller than the summation of the shear strength increases brought by their presence alone in a sample demonstrated a coupling effect between fiber reinforcement and lime stabilization. This coupling effect was also detected in the comparisons of the secant modulus and failure pattern between the combined treatment and the individual treatments. These manifestations of the coupling effect were explained by a microscopic mechanism wherein the fiber reinforcing effect was made more effective by the ways in which lime chemically stabilized the soil and lime stabilization development was quickened by the water channels passing through the surfaces and honeycomb pores of the wheat straw fibers.
Highlights
Civil infrastructure such as buildings, roadways, bridges, embankments, and dams is frequently built upon the usage of soil or rock materials
The coupling effect of wheat straw fiber reinforcement and lime stabilization is discussed in regard to magnitude
Because of the water channels offered by the surfaces and honeycomb pattern of wheat straw fibers, the process of the chemical reaction between lime and water becomes faster, causing a higher secant modulus when lime exists alone
Summary
Civil infrastructure such as buildings, roadways, bridges, embankments, and dams is frequently built upon the usage of soil or rock materials. This kind of material has to be good enough in strength and deformation characteristics to ensure the safety and sustainability of civil infrastructure [1,2,3,4,5,6,7]. These techniques fall into three main categories: physical techniques (e.g., vibration [20,21]), mechanical techniques [22], and chemical techniques (e.g., admixture stabilization [23])
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