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evaluation, eld trials, and ranking of potential applications [86 88] Carpet waste, apparel waste, and virgin bers were used for this study at different dosage rates Additionally, the effect con ning pressure and saturation were investigated Compaction tests were performed to determine the moisture density relationships of the ber-reinforced soil The tests were conducted on a silty to clayey sand The soil ber mixture was allowed to hydrate for 24 h prior to compaction and triaxial testing The triaxial test specimens were compressed hydraulically with a static-loading machine in a metal split mold To determine the effect of reinforcing bers on the moisture density relationship, standard compaction tests (ASTM D698) were conducted for soil reinforced with carpet bers and polypropylene bers at ber contents of 1, 2, and 3%.

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It was observed that the reinforcing bers impeded the compaction process, and thus increasing the ber content had the same effect as reducing the compactive effort (energy) With the addition of bers, more water was required to lubricate the soil grains during compaction, resulting in a higher optimal moisture content The triaxial compression tests were performed on as-compacted and soaked samples Fiber type, ber content, and con ning pressure were varied, and for each specimen the dry density and moisture content was maintained at 1597 kg/m3 (100 lb/ft3 ) and 190%, respectively In the uncon ned compression tests performed on soil reinforced with carpet ber, polypropylene ber, and apparel bers, the peak compressive stress increases with increasing ber content for all three ber types with the exception of the 03% polypropylenereinforced specimen, which showed a decrease in peak compressive stress.

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Fiber reinforcement also resulted in a reduction of postpeak strength loss with increasing ber content for all ber types The control, 0% ber content specimen exhibits strain-softening behavior whereas strain-hardening behavior is exhibited at higher ber contents Triaxial compression tests on soil reinforced with carpet bers under con ning pressures of 345 and 690 kPa were also performed (Fig 166, Table 1612) The ber-reinforced specimens showed signi cant increases in peak stress ranging from over 121 to 303% More importantly, with increasing ber content, the soil behavior changed from strain softening to strain hardening The compressive stress at an axial strain of 10% is given in Table 1612 From these tests, it was generally observed that the enhancement of soil properties generally occurs at large deformation levels.

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At very small strains, the stiffness of the soil is actually decreased due to a reduction in soil compaction The specimens in the soaked triaxial compression tests were allowed to absorb water for 48 h prior to testing These tests were used to simulate in-service saturation that can occur during periods of heavy rainfall or due to other natural or man-made events The soaked tests showed reduced strength at all strain levels as compared to the as-compacted condition However, the 1 and 2% ber content soaked specimens con ned at 345 and 690 kPa exhibited increases in strength over the unreinforced soaked specimens Thus, the use of ber reinforcement can greatly reduce the strength losses associated with in-service saturation..