Visualization and flow characteristics of liquefied transparent sand in shaking table tests
- 28 June 2025
- journal article
- research article
- Published by Springer Nature in Acta Geotechnica
- Vol. 20 (10) , 5333-5347
Abstract
No abstract availableKeywords
Funding Information
- National Natural Science Foundation of China (51879090, 52179101)
This publication has 41 references indexed in Scilit:
- Seismic response characteristics and deformation evolution of the bedding rock slope using a large-scale shaking tableLandslides, 2021
- On the apparent viscosity of granular soils during liquefaction testsBulletin of Earthquake Engineering, 2019
- Investigation on shear modulus and damping ratio of transparent soils with different pore fluidsGranular Matter, 2018
- Dynamic Response and Dynamic Failure Mode of a Weak Intercalated Rock Slope Using a Shaking TableRock Mechanics and Rock Engineering, 2016
- Experimental investigation on fluid characteristics of medium dense saturated fine sand in pre- and post-liquefactionBulletin of Earthquake Engineering, 2016
- Effect of coupling excess pore pressure and deformation on nonlinear seismic soil responseActa Geotechnica, 2014
- Shaking table testing of multidrum columns and portalsEarthquake Engineering & Structural Dynamics, 2014
- A transparent aqueous-saturated sand surrogate for use in physical modelingActa Geotechnica, 2013
- Analysis of an anti-dip landslide triggered by the 2008 Wenchuan earthquake in ChinaNatural Hazards, 2013
- Risk assessment of an interacting structure–soil system due to liquefactionEarthquake Engineering & Structural Dynamics, 2002