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Publications by [Vollenweider B.]
Total Items found:
Zornberg J. G.
,
Costa Y. D.
et al.
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.
Filed under:
Soil Mechanics -
Soil Behavior & Testing
Reference:
Transportation Research Record: Journal of the Transportation Research Board, December, No. 1874, TRB, National Research Council, Washington, D.C, 2004
