Many regions of the world have witnessed repeated earthquakes that have caused repeated
liquefaction of soil. Therefore, the effect of repeated earthquakes on the dynamic behavior of …

The dominant soil deposits in the seismically active Arctic region are of fine-grained
characteristics. Behavior of such soil deposits under dynamic loading is typically influenced …

The surficial settlement due to the dissipation of excess pore water pressure after a cyclic
loading, such as an earthquake, is important in structures located on soil materials. Many …

This study presents results from an extensive experimental research on saturated clean
sand deposits subjected to seismic loading. A total of 29 freshly reconstituted soil samples …

This study focused on investigating the effect of FA addition on the post-cyclic behavior of
sand by performing a series of undrained post-cyclic monotonic triaxial compression tests …

The coal ash collected from the disposal site contains majorly silt size particles that are
highly prone to liquefaction under seismic loading conditions. The current study investigates …

This thesis investigates the effect of two by-product binders consisted of ground granulated
blast furnace slag (GGBFS), and flyash (FA) on liquefaction resistance of soil by performing …

Aeolian sand is very common in arid and semi-arid regions. Without proper improvement,
this soil lacks desirable engineering characteristics for use for pavement base courses …

The response of geofibre-reinforced sand to dynamic loading is investigated in this paper in
terms of excess pore pressure generation and post-cyclic load reconsolidation. Strain …

Granular material (sand) subjected to cyclic loading is characterized by the change of: shear
modulus, pore water pressure (PWP) and volume. The change occurs when the amplitude of …