Numerical Simulation Study of Stratum Subsidence Induced by Sand Leakage in Tunnel Lining Based on Particle Flow Software

Author:

Wang Zhongchang,Li Guodong,Wang Aoxiang,Pan Ke

Funder

Excellent Talents Fund Program of Higher Education Institutions of Liaoning Province

the National Natural Science Foundation of China

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Reference15 articles.

1. Chen Q (2018) Experiental Study and mechanism analysis on soil arching in sandy soil based on the indoor model test. East China University of Technology, Fuzhou

2. Dai X (2016) Model test and theory study on the urban underground engineering hazards induced by loss of groundwater and sand. Tianjin University, Tianjin

3. Gao BL (2015) An Experimental investigation on the flow pattern of quicksand due to mining by using transparent soils. China University of Mining and Technology, Beijing

4. Liang YK (2015) Experimental simulation of flow pattern and sand breaking amount of mining sand breaking based on particle flow. China University of Mining and Technology, Beijing

5. Liu Y, Feng SR, Hu XG (2007) Discrete element simulation of asphalt mastics based on burgers model. J Southwest Jiaotong Univ (Engl Ed) 1:20–26

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