Investigating the role of silt content in the undrained instability and static liquefaction susceptibility of Guangzhou silty sand

The undrained instability and static liquefaction susceptibility of saturated silty sands present a persistent challenge for seismic geotechnical engineering, particularly in the Pearl River Delta where such deposits are widespread. This study systematically examines the undrained shear behavior and...

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Hlavní autoři:	Kangming Lou, Jiaming Huang, Hailong Hu, Qianlan Chen, Zhu Liang
Médium:	Artigo
Jazyk:	Inglês
Vydáno:	Frontiers Media S.A. 2026-06-01
Edice:	Frontiers in Built Environment
Témata:	Guangzhou silty sand pore water pressure silt content triaxial test undrained instability
On-line přístup:	https://www.frontiersin.org/articles/10.3389/fbuil.2026.1850378/full
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