Abstract
The bearing capacity of a self-opening ground anchor is calculated using the empirical method and the plaxis software package. Stresses and strains can be determined in each element of the anchor using the approach based on the use of modern software packages enables to evaluate the stress-strain behavior of soil-structure system (geotechnical conditions taken into account), as well as the behavior of soil-anchor system as a whole and its individual elements. It is possible to estimate stresses in the area affected by the ground anchor, as well as the stability of the soil-anchor system as a whole.
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References
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Acknowledgements
The work was carried out with financial support in a part from the Ministry of Education and Science of the Russian Federation in the framework of Increase Competitiveness Program of NUST «MISiS» (№ К1-2015-025).
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Sas, I.E., Morozov, D.V., Morozov, N.A. (2017). On Calculation of the Bearing Capacity of Self-opening Ground Anchors Using PLAXIS 2D Software Package. In: Kravcov, A., Cherepetskaya, E., Pospichal, V. (eds) Durability of Critical Infrastructure, Monitoring and Testing. Lecture Notes in Mechanical Engineering. Springer, Singapore. https://doi.org/10.1007/978-981-10-3247-9_12
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DOI: https://doi.org/10.1007/978-981-10-3247-9_12
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