Experimental Testing of Ground Reinforced Embankments Under Low-Energy Impact of Rockfall
To evaluate the ultimate capacity of the ground reinforced embankments, most of the research have been focused on high levels of impact energy. However, many existing embankments have been impacted by several blocks without collapsing. The residual characteristics and efficiency of post-impact emban...
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| Published in | Rock mechanics and rock engineering Vol. 54; no. 11; pp. 5667 - 5681 |
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| Main Authors | , , , , |
| Format | Journal Article |
| Language | English |
| Published |
Vienna
Springer Vienna
01.11.2021
Springer Nature B.V |
| Subjects | |
| Online Access | Get full text |
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| Abstract | To evaluate the ultimate capacity of the ground reinforced embankments, most of the research have been focused on high levels of impact energy. However, many existing embankments have been impacted by several blocks without collapsing. The residual characteristics and efficiency of post-impact embankments under low-energy impact are researched in this paper. Model tests of two types of embankments are compared to investigate the deformation performance and damage evolution of embankments. A simplified analytical approach, based on the test results and the energy method, is proposed to assess the residual efficiency of the post-impact embankments. Furthermore, the adverse impact conditions are analyzed by numerical simulation. The results show that the damage evolution of the embankments goes through three phases, uphill face compression, downhill face displacement, and collapse. Compared with experimental data, the stability calculation method is proved to be feasible. It is also found that the impact location and inclination of the blocks affect the deformation and stability of the embankments significantly. These points should be beneficial to the design of ground reinforced embankments. |
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| AbstractList | To evaluate the ultimate capacity of the ground reinforced embankments, most of the research have been focused on high levels of impact energy. However, many existing embankments have been impacted by several blocks without collapsing. The residual characteristics and efficiency of post-impact embankments under low-energy impact are researched in this paper. Model tests of two types of embankments are compared to investigate the deformation performance and damage evolution of embankments. A simplified analytical approach, based on the test results and the energy method, is proposed to assess the residual efficiency of the post-impact embankments. Furthermore, the adverse impact conditions are analyzed by numerical simulation. The results show that the damage evolution of the embankments goes through three phases, uphill face compression, downhill face displacement, and collapse. Compared with experimental data, the stability calculation method is proved to be feasible. It is also found that the impact location and inclination of the blocks affect the deformation and stability of the embankments significantly. These points should be beneficial to the design of ground reinforced embankments. |
| Author | Xiao, Liang Arai, Katsuhiko Wang, Zongjian Tang, Tiantian Lu, Liang |
| Author_xml | – sequence: 1 givenname: Liang orcidid: 0000-0002-9343-411X surname: Lu fullname: Lu, Liang email: luliangsky@163.com organization: School of Civil Engineering, Chongqing University, Key Laboratory of New Technology for Construction of Cities in Mountain Area of Ministry of Education (Chongqing University) – sequence: 2 givenname: Liang surname: Xiao fullname: Xiao, Liang organization: School of Civil Engineering, Chongqing University, National Joint Engineering Research Center for Prevention and Control of Environmental Geological Hazards in the TGR Area – sequence: 3 givenname: Zongjian surname: Wang fullname: Wang, Zongjian organization: College of River & Ocean Engineering, Chongqing Jiaotong University – sequence: 4 givenname: Tiantian surname: Tang fullname: Tang, Tiantian organization: Chongqing Rongchang High Tech Industrial Development Zone – sequence: 5 givenname: Katsuhiko surname: Arai fullname: Arai, Katsuhiko organization: University of Fukui |
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| Keywords | Ground reinforced embankment Geosynthetics Damage evolution Efficiency assessment Rockfall |
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| SubjectTerms | Civil Engineering Collapse Compression Damage Deformation Earth and Environmental Science Earth Sciences Earthquakes Efficiency Embankment stability Embankments Energy Energy methods Evolution Geophysics/Geodesy Impact analysis Mathematical models Original Paper Rockfall Simulation Stability |
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| Title | Experimental Testing of Ground Reinforced Embankments Under Low-Energy Impact of Rockfall |
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