<p>Many empirical and theoretical CPT interpretation methods are broadly accepted and used in practice. These approaches tend to consider whether the cone penetration is drained or undrained, and then will consider the soil as either &ldquo;sand&rdquo; or ...

<p>Based on the results of this study, a soil deposit is considered to be susceptible to liquefaction or cyclic mobility if the ratio of the water content to liquid limit is equal to or greater than 0.85 (wc/LL &gt; 0.85), and the soil plasticity index is ...

This paper will highlight a number of important recent and ongoing developments in soil liquefaction engineering, and will offer insights regarding research in progress, as well as suggestions regarding further advances needed.