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<p>The work describes structural solutions and tests of geotechnical capacity of innovative monolithic-prefabricated foundations. The investigated foundations were shaped as sloped footing pad foundations intended for the foundation of lattice steel 400 kV OHL transmission towers. Full scale geotechnical field tests according to standard PN-EN 61773:2000 were conducted. The test results were compared with those obtained by the FEM method using advanced nonlinear analysis with Hardening Soil Small (HSS) models.</p>
</abstract>

The work describes structural solutions and tests of geotechnical capacity of innovative monolithic-prefabricated foundations. The investigated foundations were shaped as sloped footing pad foundations intended for the foundation of lattice steel 400 kV OHL transmission towers. Full scale geotechnical field tests according to standard PN-EN 61773:2000 were conducted. The test results were compared with those obtained by the FEM method using advanced nonlinear analysis with Hardening Soil Small (HSS) models.

Testing of innovative foundations of 400 kV OHL transmission towers

Construction of Optimized Energy Potential

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

{"article-title":"Testing of innovative foundations of 400 kV OHL transmission towers"}

The work describes structural solutions and tests of geotechnical capacity of innovative monolithic-prefabricated foundations. The investigated foundations...

Testing of innovative foundations of 400 kV OHL transmission towers

Online veröffentlicht: 21. Dez. 2022

Seitenbereich: 31 - 40

DOI: https://doi.org/10.17512/bozpe.2022.11.04

Schlüsselwörter
uplift capacity, lattice tower foundations, transmission tower foundations, field tests

© 2022 Sławomir Labocha et al., published by Sciendo

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

Testing of innovative foundations of 400 kV OHL transmission towers

Online veröffentlicht: 21. Dez. 2022

Seitenbereich: 31 - 40

DOI: https://doi.org/10.17512/bozpe.2022.11.04

Schlüsselwörteruplift capacity, lattice tower foundations, transmission tower foundations, field tests

© 2022 Sławomir Labocha et al., published by Sciendo

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

Schlüsselwörter
uplift capacity, lattice tower foundations, transmission tower foundations, field tests