For assessing seismic liquefaction triggering and its consequence of lateral spreading and
permanent ground displacement estimation, there are various methods of evaluation, with …

Liquefaction‐induced lateral spreading has caused severe damages to the infrastructures.
To predict the liquefaction‐induced lateral spreading, a hybrid approach was proposed …

At watercourse crossings, buried steel pipelines typically transition from a shallow burial
depth to a depth below the maximum scour depth of the watercourse channel. This paper …

During an earthquake, buried pipelines can be threatened by various factors such as fault
movement, ground motion, and soil liquefaction. Among these, fault movement and ground …

The prediction of liquefaction‐induced lateral spreading is an important geotechnical
engineering problem. In this paper, a simplified prediction method based upon Newmark …

In this paper, the dynamic characteristics of a liquefiable silt substratum within the foundation
soil of a reservoir dam in the Tianjin area are investigated by means of standard penetration …

This dissertation is devoted to development of effective methods to analyze the response of
pipelines su り jected to soil liquefaction and to predict 也 e subsequent failure of the …

Success Dam is located on the Tule River, near the city of Porterville, California. The dam is
a rolled earth-fill embankment approximately 145 feet high and 3,400 feet long. The …

Soil liquefaction occurring due to earthquakes poses severe risk to both above-ground
structures as well as buried structures such as pipes, manholes etc. During liquefaction, the …

Seismic risk assessment of critical infrastructure requires information on the structure and its
vulnerability, probability of failure, and hazard. When considering underground infrastructure …