Journal of System Simulation
Abstract
Abstract: To avoid that mining impacts on the settlement of above highway roadbed, goaf treatment schemes were put forward, such as roof blasting, filling mining and filling mining+roof blasting. According to the rules it is set that the subgrade settlement limit is 0.3 m, and filling rate is 0.85, 0.9 and 0.95. PFC3D explosion model to simulate the blasting was introduced, 7 schemes were put forward for simulating methods of filling body, and the 7 schemes were implemented. The simulation results show that the igneous rock 4 in rock migration process has the function of inhibitting the movement of the overlying strata. The influence of filling mining + roof blasting on the land subsidence is obviously lower than using the filling mining alone. The goaf treatment schemes meeting the requirements to limit the settlement are: Filling mining (filling rate is 0.9 and 0.95), and filling mining + roof blasting (filling rate is 0.85, 0.9 and 0.95).
Recommended Citation
Cui, Tiejun; Ma, Yundong; and Wang, Laigui
(2020)
"Study on Goaf Treatment and Settlement Simulation of Existing Overlying Highway Subgrade,"
Journal of System Simulation: Vol. 28:
Iss.
11, Article 11.
DOI: 10.16182/j.issn1004731x.joss.201611011
Available at:
https://dc-china-simulation.researchcommons.org/journal/vol28/iss11/11
First Page
2723
Revised Date
2015-05-23
DOI Link
https://doi.org/10.16182/j.issn1004731x.joss.201611011
Last Page
2728
CLC
TD324
Recommended Citation
Cui Tiejun, Ma Yundong, Wang Laigui. Study on Goaf Treatment and Settlement Simulation of Existing Overlying Highway Subgrade[J]. Journal of System Simulation, 2016, 28(11): 2723-2728.
DOI
10.16182/j.issn1004731x.joss.201611011
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