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Calculating Pile Of Sand

333 note themethodadopted here for thecharacteristic boundary lines in the service load rangerepresents only onepossible optionher reasoned procedures arealso possibleigureb1nd table b1show the results forthe determinationofrc,k slsand rc,k rc,k ulsableb1results of twostatic pile load testsand derivation of thecharacteristic resistance-settlement curves forflexible.

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