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New techniques such as the shear wave velocity techniques,
electrical methods, and ground penetrating radar have potential for
providing new, reliable information. Results presented in these
papers collectively demonstrate that these new techniques should be
given serious consideration for predicting the liquefaction
behavior of saturated sands during earthquakes. This proceeding
presents nondestructive site characterization and property
evaluation, constitutive modeling and numerical procedures, and
applications. The papers cover: details on the use of an electrical
technique for evaluating in situ properties; the use of ground
penetrating radar for predicting changes in soil density during
soil liquefaction; how shear wave velocities measured in situ are
capable of predicting the liquefaction potential; the constitutive
modeling of flow liquefaction and cyclic mobility in detail;
soil-pile structure interaction in liquefiable soils; and
non-destructive electrical in situ site characterization to
quantify the initial state parameters and constitutive model
constants representative of the site for use in verified numerical
procedures.
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