A case history is presented of lateral spreading in two reclaimed port areas of the
Cephalonia island, Greece, in the 2014 earthquake doublet (M w 6.1 & 6). Lateral ground …

Without proper hydraulic fill and suitable specialised equipment, many major infrastructure
projects such as ports, airports, roads, industrial or housing projects could not be realised …

The lateral movement of a liquefiable soil layer on gentle slopes is the most visible and
devastating type of liquefaction-induced ground failure. Recent earthquakes have shown …

This paper presents four liquefaction and pile response case histories associated with
highway bridges from the April 22, 1991 7.6 magnitude (M) earthquake near Limón, Costa …

The saturated soil site-pile foundation-superstructure system, with large degrees of freedom
or strong nonlinear problems, often involves a large amount of calculation and low …

Lateral spread is a seismic hazard associated with soil liquefaction in which permanent
deformations are developed within the soil profile due to cyclic mobility. Lateral spread has …

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

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

Περίληψη Το φαινόμενο της ρευστοποίησης σε κορεσμένες στρώσεις χονδρόκοκκου εδάφους
αποτελεί μείζον πρόβλημα όταν οι στρώσεις έχουν ήπια κλίση, με αποτέλεσμα τη δημιουργία …

ABSTRACT A numerical model is presented of lateral spreading induced by liquefaction
during 1989 Loma Prieta earthquake. An advanced plasticity constitutive model PM4sand is …