Soil-Geosynthetic Interaction Test to Develop Specifications for Geosynthetic-Stabilized Roadways

Roodi, Gholam H.; Zornberg, Jorge G.; Aboelwafa, Mahmoud M; Phillips, James R.; Zheng, Liming; Martinez, Jose; University of Texas at Austin. Center for Transportation Research; Texas. Dept. of Transportation. Research and Technology Implementation Office

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Soil-Geosynthetic Interaction Test to Develop Specifications for Geosynthetic-Stabilized Roadways

2018-05-01
By Roodi, Gholam H. ; Zornberg, Jorge G. ; Aboelwafa, Mahmoud M ; ...

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Creators:

Roodi, Gholam H. ; Zornberg, Jorge G. ; Aboelwafa, Mahmoud M ; Phillips, James R. ; Zheng, Liming ; ... More +

Roodi, Gholam H. ; Zornberg, Jorge G. ; Aboelwafa, Mahmoud M ; Phillips, James R. ; Zheng, Liming ; Martinez, Jose Less -
Corporate Creators:

University of Texas at Austin. Center for Transportation Research ; Texas. Dept. of Transportation. Research and Technology Implementation Office

University of Texas at Austin. Center for Transportation Research ; Texas. Dept. of Transportation. Research and Technology Implementation Office Less -
Corporate Contributors:

United States. Federal Highway Administration
Subject/TRT Terms:

[+]

Base Course (Pavements) Expansive Clays Expansive Clay Subgrades Geogrids Geosynthetics Geotextiles Pavements Reinforced Unbound Base Course Reinforcement Small Pullout Test Stabilization Stiffness Subgrade (Pavements)
Publication/ Report Number:

FHWA/TX-18/5-4829-03-1
Resource Type:

Tech Report
Geographical Coverage:

Texas
Corporate Publisher:

University of Texas at Austin. Center for Transportation Research
NTL Classification:

NTL-HIGHWAY/ROAD TRANSPORTATION-Soils and Geology
Abstract:

soil-geosynthetic composite (KSGC) for a wide range of geosynthetics. The tests were conducted after establishment of test configurations that were found suitable for specification of geosynthetic-stabilized base roadways. Field performance of experimental test sections that were constructed using the same geosynthetics as those tested in the experimental program was also evaluated. By comparing the field performances to the KSGC values obtained using soil-geosynthetic interaction tests, a threshold value for selection of geosynthetics for base stabilization was identified. Recommendations were made to implement findings of this project into TxDOT DMS-6240
Format:

PDF
Funding:

5-4829-03
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:6284a145763e6fd629bad82ec09475633dd3889a736ff399d57a5466eefda393
Download URL:

https://rosap.ntl.bts.gov/view/dot/35798/dot_35798_DS1.pdf
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Soil-Geosynthetic Interaction Test to Develop Specifications for Geosynthetic-Stabilized Roadways

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