Cyclic threshold shear strain is a fundamental property of saturated soils under cyclic
loading. To investigate the cyclic threshold shear strain for pore water pressure generation …

The liquefaction potential of soils is usually assessed based on cyclic simple/triaxial/
torsional shear tests. These tests are generally associated with low frequency vibrations in a …

This study examines the influence of the interference on the dynamic response of two active
machine foundations using the finite element analysis. The finite element model has been …

The fundamental aim in the proper design of machine foundations is to limit the response
amplitude by preventing resonance in all vibration modes. The effects of static and dynamic …

The foundation of the turbo-generator comprises a generator, turbine, and associated
equipment situated on the top of the frame foundation, which consists of a bottom raft, top …

The difficulty that arises in the design of a machine foundation is how to know the behavior
of the soil at different soil conditions. Therefore, there are many indications of a need to …

Abstract Machine foundations are subjected to repeated abnormal and complex loads due
to machine vibrations. The response of such foundations should be examined by …

The present study focuses on estimating the transient response of shallow strip footing on
granular soil using soft computing techniques. A shallow foundation is numerically modelled …

This paper describes the improvement effect and mechanism of strengthening a liquefied
sand foundation using the cross-vibration wing resonance method, through an indoor model …

Liquefaction is a physical process by which, soils lose their shear strength, liquefaction
occurs in loose saturated granular soil due to applying dynamic loads. This paper presents …