Abstract: A statistical model is proposed to estimate the cyclic shear strength of a saturated sand deposit. Large‐scale shaking table test results are used to develop the basic model since they reproduce the in situ test conditions ...

Abstract: A new procedure is proposed to evaluate in situ relative density using SPT values, and to quantify the uncertainty associated with that prediction. The relationship is first developed under laboratory conditions, then ...

Abstract: The predictability of the National Defense Research Council (NDRC) equations to estimate penetration depth in concrete structures has been reevaluated using the presently available test results on missiles similar to those ...