{"title":"400kv OHL输电塔创新基础试验","authors":"S. Labocha, J. Paluszyński","doi":"10.17512/bozpe.2022.11.04","DOIUrl":null,"url":null,"abstract":"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.","PeriodicalId":32925,"journal":{"name":"Budownictwo o Zoptymalizowanym Potencjale Energetycznym","volume":"4 1","pages":"31 - 40"},"PeriodicalIF":0.0000,"publicationDate":"2022-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"1","resultStr":"{\"title\":\"Testing of innovative foundations of 400 kV OHL transmission towers\",\"authors\":\"S. Labocha, J. Paluszyński\",\"doi\":\"10.17512/bozpe.2022.11.04\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"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.\",\"PeriodicalId\":32925,\"journal\":{\"name\":\"Budownictwo o Zoptymalizowanym Potencjale Energetycznym\",\"volume\":\"4 1\",\"pages\":\"31 - 40\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2022-12-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"1\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Budownictwo o Zoptymalizowanym Potencjale Energetycznym\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.17512/bozpe.2022.11.04\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Budownictwo o Zoptymalizowanym Potencjale Energetycznym","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.17512/bozpe.2022.11.04","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Testing of innovative foundations of 400 kV OHL transmission towers
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.
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