This paper is motivated by the Time Capsule Project (TCP) of the International Society for
Soil Mechanics and Geotechnical Engineering (ISSMGE). The historical developments of …

Several probabilistic liquefaction triggering approaches, or liquefaction manifestation
severity approaches, have been developed to consider the uncertainties related to …

A probabilistic cone penetration test (CPT) based liquefaction triggering procedure for
cohesionless soils is derived using a maximum likelihood method with an updated case …

Risk and reliability analysis is an area of growing importance in geotechnical engineering,
where many variables have to be considered. Statistics, reliability modeling and engineering …

This paper presents new correlations for assessment of the likelihood of initiation (or
“triggering”) of soil liquefaction. These new correlations eliminate several sources of bias …

Soil liquefaction has been accepted as one of the factors causing natural disasters and
engineering failures in the seismic. The mathematic prediction model for soil liquefaction is …

This paper presents a complete methodology for both probabilistic and deterministic
assessment of seismic soil liquefaction triggering potential based on the cone penetration …

Abstract Evaluation of soil liquefaction potential is an essential step in geotechnical
engineering design. This study presents a novel soil liquefaction potential evaluation system …

A probabilistic version of the Idriss and Boulanger standard penetration test (SPT)–based
liquefaction triggering correlation is derived using a maximum likelihood approach and an …

Natural and anthropogenic hazards pose significant risks to individuals and communities.
Over the past few decades, risk and reliability analysis have gone from a specialty topic to a …