Study on scale effect and particle crushing characteristics of continuously graded coarse-grained soil-Reference-Cited by-同舟云学术

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Study on scale effect and particle crushing characteristics of continuously graded coarse-grained soil

Published:2024-02-18 Issue:11 Volume:28 Page:2475-2506
ISSN:1964-8189
Container-title:European Journal of Environmental and Civil Engineering
language:en
Short-container-title:European Journal of Environmental and Civil Engineering

Author:

Ye Huayang¹²,Zhu Sheng²³,Pan Jiangyang⁴,Zhong Chunxin³,Han Chaojun⁵,Jia Yun⁶

Affiliation:

1. Electric Power Research Institute of Guizhou Power Grid Co., Ltd, Guiyang, Guizhou, China

2. College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing, China

3. State Key Laboratory of Hydrology, Water Resources and Hydraulic Engineering, Hohai University, Nanjing, China

4. PowerChina Zhongnan Engineering Corporation Limited, Changsha, China

5. PowerChina Guiyang Engineering Corporation Limited, Guiyang, China

6. Univ. Lille, CNRS, Centrale Lille, UMR 9013-LaMcube-Laboratoire de Mécanique, Lille, France

Funder

National Key Research and Development Plan

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/19648189.2024.2317406

Reference37 articles.

1. Assessment of rolling resistance models in discrete element simulations

2. ASTM-D4253. (2016). Standard test methods for maximum index density and unit weight of soils using a vibratory table.

3. Effects of particle size on the particle breakage of calcareous sands under impact loadings

4. 3D evolution of sand fracture under 1D compression

5. Quantitative mechanism of roadway rockbursts in deep extra-thick coal seams: Theory and case histories

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