LI Yang, SHE Cheng-xue, JIAO Xiao-liang. A new method for simulating rockfill roller compaction using particle flow code[J]. 2017, 38(10): 3029-3038.
DOI:
LI Yang, SHE Cheng-xue, JIAO Xiao-liang. A new method for simulating rockfill roller compaction using particle flow code[J]. 2017, 38(10): 3029-3038.DOI: 10.16285/j.rsm.2017.10.032.
A new method for simulating rockfill roller compaction using particle flow code
This article develops a new method using particle flow code (PFC) to simulate the roller compaction test of rockfill. Firstly
a PFC model composed of random polygonal clusters is established. By considering the grading
meso-structure and breakage phenomenon of rockfill particularly
the model can simulate the macro and meso mechanical responses of rockfill during rolling compaction progress. Then
a new technology is developed to simulate rolling compaction load and rolling compaction progress
and adopted for simulating the in-situ compaction test. At last
the roller compaction test of rockfill in Shuibuya project is simulated. The results of numerical model and physical sample are compared qualitatively and analyzed in detail
which validates this numerical method. This new numerical method will play an important role in simulating the rolling compaction of rockfill quantitatively and studying the roller compaction effect on rockfill.
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Related Author
WANG Zhi-liang1
XIAO Zhi-huan1
SHEN Lin-fang1
LI Shao-Jun2
ZHANG Gui-min
SUN Wen-qing
ZHU Ze-fan
SU Yong-kang
Related Institution
Faculty of Civil Engineering and Mechanics, Kunming University of Science and Technology
State Key Laboratory of Geomechanics and Geotechnical Engineering Safety, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences
School of Mechanics and Civil Engineering, China University of Mining and Technology
State Key Laboratory of Intelligent Construction and Healthy Operation and Maintenance of Deep Underground Engineering, China University of Mining and Technology