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| REFERENCE: Zekkos, D. P., Bray, J. D., Riemer, M. F. (2006), “Shear modulus reduction and material damping relationships for Municipal Solid- Waste”, Proceedings of the 8th U.S. National Conference on Earthquake Engineering, April 18-22, 2006, San Francisco, California, USA, Paper No. 1324 (in proceedings cd-rom). |
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| SUMMARY: Results of laboratory tests are presented for the evaluation of dynamic properties of Municipal Solid-Waste (MSW) from the Tri-Cities landfill in the San Francisco Bay Area. Values of small-strain shear modulus, Gmax, and the normalized shear modulus reduction and material damping ratio curves are measured using large-scale cyclic triaxial tests. The test results, which are considered representative for depths up to 20 m, are used for investigating the dependence of the waste material’s dynamic properties on specimen composition, duration of confinement, unit weight of material, and loading frequency. |
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| Shear modulus reduction and material damping relationships for Municipal Solid-Waste |
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