Cement tailings storage (CTS) in goaf may experience static and dynamic loading, such as
rock stress, mine earthquake and blasting stress. When subject to dynamic loading, the risk …

Microbially induced calcite precipitation (MICP), a sustainable approach for sand
biocementation, was investigated in previous studies based on metabolic activity of …

Silty soil is abundant in alluvium deposits within urban areas, and determination of its long-
term settlement characteristics is a crucial issue. This study aims to investigate the effect of …

Earthquake disasters in seismically active zones revealed the phenomenon of liquefaction
which plays a key role in monitoring its severity. Liquefaction affects the stability of the soil by …

This paper presents a laboratory study on the monotonic behaviour of saturated chlef sand
(Algeria). Through its history, many different phenomena have been observed in this soil …

This study explores the impact of non-plastic fines content, initial confining pressure, and
grading characteristics on the undrained shear strength and excess pore pressure of sand …

Liquefaction susceptibility of cohesionless soils is influenced by various factors such as
stress state, loading conditions, and shearing modes, and therefore, the implicit assumption …

Liquefaction and settlement of sandy soils cause significant damage during earthquakes. In
this research, cohesionless soils of Kutch region with history of large earthquakes are …

En esta investigación de la ingeniería geotécnica sísmica perteneciente a los estudios de la
dinámica de suelos, se trata el problema de la licuación de los suelos y sus efectos en la …

The study presents a theoretical analysis of liquefaction instability in sands using Extended
Mohr Coulomb model. Experimental observations reported in the literature have indicated a …