Dynamic response and damage of pile-geogrid composite reinforced high-speed railway subgrade under seismic actions
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Publisher
Elsevier BV
Reference54 articles.
1. A simplified method for analysis of a piled embankment reinforced with geosynthetics;Abusharar;Geotext. Geomembranes,2009
2. Ultralow-frequency seismic sounding of railway subgrade state by passing trains;Antonovskaya;Can. Geotech. J.,2022
3. Shaking table tests on shallow foundations over geocomposite and geogrid-reinforced liquefiable soils;Bahadori;Soil Dynam. Earthq. Eng.,2020
4. Earthquake response of the train–slab ballastless track–subgrade system: a shaking table test study;Cao;J. Vib. Control,2021
5. Engineering characteristics test on pile-net composite foundation in loess areas;Cheng;Proc. Inst. Civil Eng.-Geotech. Eng.,2022
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