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PERFORMANCE OF PROTOTYPE EMBANKMENT BUILT WITH TIRE SHREDS AND NONGRANULAR SOIL (2004)
The mechanical response of a prototype embankment fill built with tire shreds and nongranular soil was evaluated. The test embankment consisted of three distinct sectons.
Reference:
Transportation Research Record: Journal of the Transportation Research Board, December, No. 1874, TRB, National Research Council, Washington, D.C, 2004
Transportation Research Record: Journal of the Transportation Research Board, December, No. 1874, TRB, National Research Council, Washington, D.C, 2004
Organization:
University of Texas at Austin, USA
USA
University of Texas at Austin, USA
USA
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