Mechanical Analysis of Palm-Fiber-Reinforced Sand through Triaxial Tests
نویسندگان
چکیده
Triaxial tests were employed to investigate palm-fiber-reinforced sand under consolidated drained conditions in this study. Sixteen series of triaxial carried out the properties sand. One pure was also for comparison. The deviator stress, stress path, shear strength, volume change, void ratio, and enhanced coefficient fiber-reinforced studied with different fiber lengths varying from 8 mm 20 contents mass 0.3% 0.9%. test results indicate that palm fibers beneficial enhancing strength Compared peak increase about 10% 20%, critical increased much more, by a little over 100%. Therefore, played key role but not addition resulted prolongation axial strain required reach ratio improved sand’s ability resist larger deformations, its toughness. Furthermore, positively correlated both content length, increasing length. This study provides valuable experimental data serves as reference temporary reinforcement geotechnical engineering.
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ژورنال
عنوان ژورنال: Sustainability
سال: 2023
ISSN: ['2071-1050']
DOI: https://doi.org/10.3390/su15065461