0-7002: Geosynthetic Reinforcement in Asphalt Overlays for Increased Roadway Structural Capacity [Summary]

Kumar, V Vinay; Roodi, Gholam H.; Sankaranarayanan, Subramanian; Saxena, Ashray; Blake, Calvin; University of Texas at Austin. Center for Transportation Research

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0-7002: Geosynthetic Reinforcement in Asphalt Overlays for Increased Roadway Structural Capacity [Summary]

2024-08-01
By Kumar, V Vinay ; Roodi, Gholam H. ; Sankaranarayanan, Subramanian ; ...

[PDF-270.87 KB]

English

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Creators:

Kumar, V Vinay ; Roodi, Gholam H. ; Sankaranarayanan, Subramanian ; Saxena, Ashray ; Blake, Calvin

Kumar, V Vinay ; Roodi, Gholam H. ; Sankaranarayanan, Subramanian ; Saxena, Ashray ; Blake, Calvin Less -
Corporate Creators:

University of Texas at Austin. Center for Transportation Research
Contributors:

Zornberg, Jorge G.
Corporate Contributors:

Texas Department of Transportation. Research and Technology Implementation Office ; United States. Department of Transportation. Federal Highway Administration

Texas Department of Transportation. Research and Technology Implementation Office ; United States. Department of Transportation. Federal Highway Administration Less -
Subject/TRT Terms:

[+]

Asphalt Pavements Field Tests Hot Mix Asphalt Overlays (Pavements) Pavement Interlayers Pavement Layers Pavement Performance Recycled Materials
Resource Type:

Brief
Geographical Coverage:

United States
Edition:

Project Summary
Contracting Officer:

Adediwura, Jade
Corporate Publisher:

Texas Department of Transportation. Research and Technology Implementation Office
Abstract:

Geosynthetic products, including geogrids, geotextiles, geocells, geonets, and geomembranes, can be used to improve roadway systems significantly through a wide range of functions, such as separation, filtration, stiffening, reinforcement, drainage, hydraulic/gas barriers, and protection. One of the several applications involving geosynthetics is their use to effectively retard the reflective cracking that occurs when new flexible pavement overlays are constructed over old paved roads with pre-existing cracks. Reflective cracking may be triggered by bending and/or shear stresses induced by repeated traffic loads, as well as by tensile stresses caused by thermal variations.
Format:

PDF
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha-512:e670c644f6c1940f0ef5217b8bb7e3e01de0553832f71538c5e571c5856ba95f4f66e83402ab54a6e4857234d4dec5b7705b08b2f4b4cf1456da0dd76ae3d9b9
Download URL:

https://rosap.ntl.bts.gov/view/dot/78818/dot_78818_DS1.pdf
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0-7002: Geosynthetic Reinforcement in Asphalt Overlays for Increased Roadway Structural Capacity [Summary]

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