The LEAP international collaboratory is introduced and its key objectives and main
accomplishments during the planning phase of the US-LEAP (LEAP-2015) are presented …

Underground structures in liquefiable ground are prone to severe earthquake damage, and
the seismic responses of such underground structures can be affected by nearby …

Several experimental studies have shown that rocking shallow foundations have beneficial
seismic performance features: recentering and energy dissipation with little damage. A new …

Physical modeling of buildings founded on layers of liquefiable sand has produced insightful
data describing ground and building performance. A new publicly available NEEShub …

Current research has shown the capabilities and improved seismic performance of shallow
rocking foundations for bridges, and much work has been done for implementation of such a …

Liquefaction-induced settlement of shallow-founded buildings continues to produce
significant damage during earthquakes. The state-of-the-practice for estimating liquefaction …

The concept of intentional mobilization of controlled soil inelasticity and foundation uplift, as
a rational and economical seismic protection strategy, has much matured as a result of …

Liquefaction-induced settlement of shallow-founded buildings continues to produce
significant damage during earthquakes. The state-of-the-practice for estimating liquefaction …