A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Experimental Results of Soil-Geosynthetic Interaction Stiffness
This report summarizes small pullout test results conducted as a part of TxDOT Project 5-4829 to assess the performance of a newly developed small pullout box as well as the associated KSGI model. The parameter KSGI quantifies the stiffness of the soil-reinforcement interface under low displacements, which makes it suitable for evaluating the performance of geosynthetic products in base-reinforced pavements. Seven different types of geosynthetics, including six biaxial geogrids and one geotextile, were tested with three different soil types. Results of each test are summarized in two-page laboratory report format.
Experimental Results of Soil-Geosynthetic Interaction Stiffness
This report summarizes small pullout test results conducted as a part of TxDOT Project 5-4829 to assess the performance of a newly developed small pullout box as well as the associated KSGI model. The parameter KSGI quantifies the stiffness of the soil-reinforcement interface under low displacements, which makes it suitable for evaluating the performance of geosynthetic products in base-reinforced pavements. Seven different types of geosynthetics, including six biaxial geogrids and one geotextile, were tested with three different soil types. Results of each test are summarized in two-page laboratory report format.
Experimental Results of Soil-Geosynthetic Interaction Stiffness
J. G. Zornberg (author) / J. A. Z. Ferreira (author) / G. H. Roodi (author)
2012
231 pages
Report
No indication
English
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