Código QR (código de barras bidimensional)

Single particle crushing tests of coarse grained soil considering size and shape effects

Particle size and shape significantly influence the crushing behaviors of coarse grained soil. In this study, the particle scanning, particle shape analysis, and single particle compression tests on the gravel soils of high filling project of Baihetan Hydropower Station are carried out. The test res...

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Bibliografiske detaljer
Hovedforfatter: LIANG Yuzhen 1 , GU Xiaoqiang 1, 2, ZHOU Qihui 3, DENG Gang 4
Format: Artigo
Sprog:Inglês
Udgivet: Editorial Office of Chinese Journal of Geotechnical Engineering 2025-07-01
Serier:Yantu gongcheng xuebao
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Online adgang:https://www.cgejournal.com/en/article/doi/10.11779/CJGE2025S10004
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