Analysis of Strengthening Mechanism of the Steep Slope Embankment through Centrifugal Model Test
Centrifuge model tests were conducted to investigate the geogrid-gravelly-soil-reinforced steep slope embankments. A control experiment was carried out on a set of unreinforced embankments. The following test results were obtained. Under a centrifugal force, the unreinforced gravelly soil steep emba...
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Main Authors: | Jie Liu, Bin Wang, Yunlong Sun |
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Format: | Article |
Language: | English |
Published: |
Wiley
2022-01-01
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Series: | Shock and Vibration |
Online Access: | http://dx.doi.org/10.1155/2022/6536257 |
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