Numerical Modeling of Liquefaction-Induced Downdrag: Validation against Centrifuge Model Tests

Numerical modeling of liquefaction-induced lateral spreading

ABSTRACT: Liquefaction-induced lateral spreading of soils caused by strong shaking requires careful evaluation to be properly accounted for in geotechnical, and structural design of strategic infrastructure located in highly active seismic coastal regions. Although a large number of empirical and semiempirical models are available, there is still a lot of inconsistency in their predictions. In ...

Centrifuge modeling of one-step tests

Centrifuge modeling of one-step outflow tests for unsaturated parameter estimations H. Nakajima ∗ and A. T. Stadler ∗∗ Geoscience Research, Idaho National Laboratory, Idaho Falls, Idaho, USA ∗ now at: Center for Deep Geological Environments, National Institute of Advanced Industrial Science and Technology (AIST), Tsukuba, Ibaraki, Japan ∗∗ now at: URS Corporation, Cleveland, Ohio, USA Received:...

Liquefaction of Heterogeneous Soil: Centrifuge Study

A series of centrifuge liquefaction tests have been conducted at C-CORE’s geotechnical centrifuge facility: two on variable soil and one on uniform soil deposits. A single storied frame structure resting on two strip footings was also placed on that soil deposit. Experimental results such as accelerations, excess pore water pressures (EPWP) and settlements were monitored throughout the tests. R...

Axially - Loaded Centrifuge Pile Tests

Application of a kinematic-cyclic plasticity model in simulating sand liquefaction

The mechanical behavior of saturated soil is mainly governed by the interaction between the soil skeleton and the pore fluid, and this interaction may lead to significant loss of strength known as liquefaction under seismic loading conditions. The main objective of this paper is to implement a cyclic constitutive model based on fuzzy set plasticity theory, which is capable of modeling soil dila...