В.М. Картопольцев, А.В. Картопольцев, Алексей Александрович Алексеев, V. Kartopoltsev, Audrey V. Kartopoltsev, А.А. Alekseev
{"title":"桥台桩基板承试验的可靠性","authors":"В.М. Картопольцев, А.В. Картопольцев, Алексей Александрович Алексеев, V. Kartopoltsev, Audrey V. Kartopoltsev, А.А. Alekseev","doi":"10.31675/1607-1859-2023-25-4-199-210","DOIUrl":null,"url":null,"abstract":"The requirements for the plate-bearing test of bore piles are determined by technical regulations for the construction of pile foundations for bridge abutments. There is no information about the plate-bearing test reliability in the literature. Bridge pile foundations as bridge elements relate to strategic and economically responsible objects of the transport infrastructure in the Russian Federation and must have a high reliability level at the design stage and operation.Purpose: Practical application of the reliability theory for plate-bearing tests to ensure control for construction and economic expenditures.Approach: The probabilistic approach in providing plate-bearing test reliability is conditioned by a random nature of the stress-strain state of soil under the bore pile tip and nonfailure operating probability.Research findings: Probability density functions allow restrictions such as loading stages and time without the reliability reduction of plate-bearing tests and the possibility of using the experimental load–soil settlement relation to substantiate the program requirements and economic feasibility of works.","PeriodicalId":45402,"journal":{"name":"Tomsk State University Journal","volume":"236 1","pages":""},"PeriodicalIF":0.1000,"publicationDate":"2023-08-24","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Reliability of plate-bearing tests of pile foundations for bridge abutments\",\"authors\":\"В.М. Картопольцев, А.В. Картопольцев, Алексей Александрович Алексеев, V. Kartopoltsev, Audrey V. Kartopoltsev, А.А. Alekseev\",\"doi\":\"10.31675/1607-1859-2023-25-4-199-210\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"The requirements for the plate-bearing test of bore piles are determined by technical regulations for the construction of pile foundations for bridge abutments. There is no information about the plate-bearing test reliability in the literature. Bridge pile foundations as bridge elements relate to strategic and economically responsible objects of the transport infrastructure in the Russian Federation and must have a high reliability level at the design stage and operation.Purpose: Practical application of the reliability theory for plate-bearing tests to ensure control for construction and economic expenditures.Approach: The probabilistic approach in providing plate-bearing test reliability is conditioned by a random nature of the stress-strain state of soil under the bore pile tip and nonfailure operating probability.Research findings: Probability density functions allow restrictions such as loading stages and time without the reliability reduction of plate-bearing tests and the possibility of using the experimental load–soil settlement relation to substantiate the program requirements and economic feasibility of works.\",\"PeriodicalId\":45402,\"journal\":{\"name\":\"Tomsk State University Journal\",\"volume\":\"236 1\",\"pages\":\"\"},\"PeriodicalIF\":0.1000,\"publicationDate\":\"2023-08-24\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Tomsk State University Journal\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.31675/1607-1859-2023-25-4-199-210\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q4\",\"JCRName\":\"MULTIDISCIPLINARY SCIENCES\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Tomsk State University Journal","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.31675/1607-1859-2023-25-4-199-210","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q4","JCRName":"MULTIDISCIPLINARY SCIENCES","Score":null,"Total":0}
Reliability of plate-bearing tests of pile foundations for bridge abutments
The requirements for the plate-bearing test of bore piles are determined by technical regulations for the construction of pile foundations for bridge abutments. There is no information about the plate-bearing test reliability in the literature. Bridge pile foundations as bridge elements relate to strategic and economically responsible objects of the transport infrastructure in the Russian Federation and must have a high reliability level at the design stage and operation.Purpose: Practical application of the reliability theory for plate-bearing tests to ensure control for construction and economic expenditures.Approach: The probabilistic approach in providing plate-bearing test reliability is conditioned by a random nature of the stress-strain state of soil under the bore pile tip and nonfailure operating probability.Research findings: Probability density functions allow restrictions such as loading stages and time without the reliability reduction of plate-bearing tests and the possibility of using the experimental load–soil settlement relation to substantiate the program requirements and economic feasibility of works.