Investigation of the Effect of Dilation Angle of Soil on the Performance of Grouted Tieback Under Axial Static Load by Analytical Approach
Studies on how non-associated flow rules affect the performance of grouted tieback using the upper bound of limit analysis theory are relatively rare. In this paper, the expression of the collapse load of a single, inclined, rough grouted tieback subjected to axial static load placed in a frictional...
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Main Author: | |
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Format: | Article |
Language: | English |
Published: |
Sciendo
2024-12-01
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Series: | Selected Scientific Papers: Journal of Civil Engineering |
Subjects: | |
Online Access: | https://doi.org/10.2478/sspjce-2024-0001 |
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