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Publications by [Martin G. K.]

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The axialload-displacement response of drilled shaft foundations inPiedmont residual soils can be assessed using an elastic continuum approach. Equivalent elastic moduli measured by flat plate dilatometer tests are shown to provide reasonable deflections at ...
Reference: "ASCE Annual Convention, Charlotte, NC, 1999; GSP No. 92: Behavioral Characteristics of Residual Soils"