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Liquefaction Mitigation |
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Seismic Evaluation of Artifacts |
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Bridges |
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Soil Isolation |
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Geosynthetic Interfaces |
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Foundation Isolation |
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Earthquake Reconnaissance and Investigations |
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Embankments, Earth Dams and Slopes |
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Seismic Hazard and Seismic Risk |
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Ground Vibrations and Soil Dynamics |
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Liquefaction |
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Soil Isolation Abstract: A synthetic liner consisting of a no woven geotextile over an ultrahigh molecular weight polyethylene, geotextile/UHMQPW, placed within a soil profile can dissipate seismic energy transmitted to the overlying soil layer and structure. This concept of soil isolation can be an effective an inexpensive way of reducing seismic ground motions through slip displacements. Shaking table tests on soil layers isolated using cylindrical and tub-shaped liners were conducted using harmonic and earthquake base excitations. The results show that an isolation liner can significantly reduce the accelerations at the surface of the isolated soil mass. Accompanying such a reduction in accelerations are slips displacements that manifest around the perimeter of the isolated soil. Because of the curves nature of the liner, permanent slips are minimized by the restoring effect of the gravitational forces of the isolated soil mass. Analytical results under field scale conditions indicate that a soil isolation liner can dramatically reduce the peak and spectral accelerations of a vertically propagating shear wave. Such a reduction can provide seismic protection to a structure founded on soil-isolated ground.
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