Chapter
Aug 11, 2016
Experimental Study on Steel-Wire-Mesh Reinforced Flexible Pavements
Authors: G. Narendra Goud, C. Hariprasad, and B. UmashankarAuthor Affiliations
Publication: Geo-Chicago 2016
Abstract
Use of reinforcement in flexible pavements is gaining its popularity worldwide. Many studies are available in the literature on performance improvement of pavements using high-strength geogrid reinforcement. Various other types of reinforcements have made their way in the market. One such reinforcement type is hexagonal shaped steel-wire-mesh reinforcement with double twisted wires that has shown promising results in resisting rutting and fatigue cracking of flexible pavements. In this study, unpaved pavement structure overlying medium-stiff subgrades is considered. Large-size test chamber of dimensions equal to 1m x 1m x 1m is used to assess the performance of pavement structure under static loading. The load is applied through a 150 mm-diameter plate using a hydraulic actuator. The subgrade soil with a relative density equal to 70% is prepared by controlling the compacted density. A total of five test sections are considered- (a) unreinforced control section, (b) three geogrid-reinforced sections with different dr/B ratios (equal to 0.3, 0.45, and 0.6), where dr is the depth of reinforcement and B is the diameter of loading plate, and (c) one steel-wire-mesh reinforced section with reinforcement placed at optimum reinforcement depth ratio, dr/B. Load improvement factors are proposed to quantify the improvement in the behaviour of reinforced pavement structure over unreinforced pavement structure.
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© 2016 American Society of Civil Engineers.
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Published online: Aug 11, 2016
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G. Narendra Goud
Ph.D Student, Dept. of Civil Engineering, IIT Hyderabad, Kandi, Medak, Telangana 502285, India.
C. Hariprasad
Ph.D Student, Dept. of Civil Engineering, IIT Hyderabad, Kandi, Medak, Telangana 502285, India.
B. Umashankar
Assistant Professor, Dept. of Civil Engineering, IIT Hyderabad, Kandi, Medak, Telangana 502285, India.
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