Javascript must be enabled to continue!
Acoustic emission induced by sand liquefaction during vibration loading
View through CrossRef
Abstract
The article deals with the study of poorly graded sand samples of different grain content subjected to liquefaction. Eleven parameters of acoustic emission (AE) were studied during the process of sand liquefaction. The research results show the V-shaped behavior of the AE parameters that correspond to the three-stage sand behavior associated with the changes in its stress state as follows: the behavior of AE in phase A is due to microfractures/displacements between sand grains caused by an increase in pore pressure before the liquefaction point. Phase B (the stage of AE silence just before the liquefaction point) reflects the equality between pore pressure and cell pressure. Phase C (the stage of increase in AE parameters’ values) is explained by intense friction between sand grains during their movement caused by liquefaction. Despite the obvious signs of the V-shaped behavior of the AE excitation relative to the liquefaction point, changes in the AE parameters depend on the composition of the sand. The results show that the change in the sand composition from the poorly graded dune sand to "extremely poorly graded sand" significantly increases the time for the creation of the liquefaction state while the larger the grain size, the longer the time needed to reach the liquefaction state. The last finding is explained by the increase in soil hydraulic conductivity, which complicates the conditions for the increase in pore pressure and hence makes longer the time till the liquefaction state is reached.
Title: Acoustic emission induced by sand liquefaction during vibration loading
Description:
Abstract
The article deals with the study of poorly graded sand samples of different grain content subjected to liquefaction.
Eleven parameters of acoustic emission (AE) were studied during the process of sand liquefaction.
The research results show the V-shaped behavior of the AE parameters that correspond to the three-stage sand behavior associated with the changes in its stress state as follows: the behavior of AE in phase A is due to microfractures/displacements between sand grains caused by an increase in pore pressure before the liquefaction point.
Phase B (the stage of AE silence just before the liquefaction point) reflects the equality between pore pressure and cell pressure.
Phase C (the stage of increase in AE parameters’ values) is explained by intense friction between sand grains during their movement caused by liquefaction.
Despite the obvious signs of the V-shaped behavior of the AE excitation relative to the liquefaction point, changes in the AE parameters depend on the composition of the sand.
The results show that the change in the sand composition from the poorly graded dune sand to "extremely poorly graded sand" significantly increases the time for the creation of the liquefaction state while the larger the grain size, the longer the time needed to reach the liquefaction state.
The last finding is explained by the increase in soil hydraulic conductivity, which complicates the conditions for the increase in pore pressure and hence makes longer the time till the liquefaction state is reached.
Related Results
Sand Production Management
Sand Production Management
Abstract
Sand production may be inevitable in many fields that have a relatively lower formation strength. Sand erosion and settling predictions and sand monitori...
Comportement des sols sous liquéfaction artificielle, amélioration des sols à risques liquefiable
Comportement des sols sous liquéfaction artificielle, amélioration des sols à risques liquefiable
La liquéfaction des sols a provoqué et provoque des dégâts importants sur les infrastructures et les constructions. Ce phénomène a, pour ces raisons, fait l’objet de nombreuses étu...
Acoustic emission induced by sand liquefaction during vibration loading
Acoustic emission induced by sand liquefaction during vibration loading
AbstractThe article deals with the study of poorly graded sand samples of different grain content subjected to liquefaction. The research results show the V-shaped behavior of the ...
The Effect of Dry Density on Shear Strength Parameters of Ravi, Chenab and Lawrencepur Sand in Dry and Saturated Conditions
The Effect of Dry Density on Shear Strength Parameters of Ravi, Chenab and Lawrencepur Sand in Dry and Saturated Conditions
Soil is the soul material for any civil engineering structure. In general, there are two types of soil; cohesive soil and silty sand. Silty sand is mineral soil that exhibits granu...
Study on Sand Liquefaction Induced by Songyuan Earthquake with a Magnitude of M5.7 in China
Study on Sand Liquefaction Induced by Songyuan Earthquake with a Magnitude of M5.7 in China
Abstract
A large-scale sand liquefaction producing typical and novel surface phenomena was found at the epicenter of Songyuan M5.7 earthquake occurring on May 28, 2018. Fie...
Elucidation of Seismic Soil Liquefaction Significant Factors
Elucidation of Seismic Soil Liquefaction Significant Factors
The paper develops a framework to analyze the interactions among seismic soil liquefaction significant factors using the interpretive structural model (ISM) approach based on cone ...
Earthquake-induced soil liquefaction under drained conditions
Earthquake-induced soil liquefaction under drained conditions
Liquéfaction du sol induite par tremblement de terre dans des conditions drainées
La liquéfaction des sols induite par les tremblements de terre est un phénomène co...
Liquifaction Potential of the Yukon Prodelta, Bering Sea
Liquifaction Potential of the Yukon Prodelta, Bering Sea
ABSTRACT
The Yukon prodelta is exposed to large storm waves propagating northward from the southern Bering Sea. Shallow water depths of the prodelta enhance the t...

