{"title":"大尺度轴向静力和高应变动荷载试验中锥形桩的响应","authors":"Lars Bo Ibsen, Amin Barari","doi":"10.1007/s11440-024-02507-5","DOIUrl":null,"url":null,"abstract":"<div><p>While significant research has focused on characterizing cylindrical piles with various shapes and material components, as well as their interaction with soil under axial loading, the performance of tapered piles under axial loading has received considerably less attention. Tapered piles provide an attractive alternative to conventional pile types such as driven steel and concrete straight piles, as they have improved the resistance during axial compressive loading. In this study, the performance of tapered piles under axial monotonic and impact loading was examined using laboratory testing. A series of large-scale static compression tests were performed on tapered piles with diameters of 76 and 89 mm under both saturated and unsaturated soil (Baskarp Sand No. 15) conditions. Each test consisted of multiple sub-tests to determine the in situ soil characteristics, and the key findings discussed here are based on results from pile bearing capacities after installation by jacking with an unloading/reloading step. Cone penetration tests were performed to quantify the effect of pile installation on the soil state for different initial relative densities. Dynamic pile testing, which is less costly and time-consuming than the static loading of large-scale piles, was performed with a hammer to assess the piles’ static load bearing capacities. The generalized relationship between static and dynamic bearing capacities was examined according to the Danish pile-driving formulas (DDRs) using the <i>j</i> factor. The results revealed that the DDRs can be used for saturated medium-dense sands with adequate confidence, whereas any application beyond this range may require thorough verification. The piles were then pulled out to enable the decoupling of friction resistance effects from base resistance.</p></div>","PeriodicalId":49308,"journal":{"name":"Acta Geotechnica","volume":"20 5","pages":"2307 - 2326"},"PeriodicalIF":5.6000,"publicationDate":"2025-01-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Tapered piles responses during large-scale axial static and high-strain dynamic load testing\",\"authors\":\"Lars Bo Ibsen, Amin Barari\",\"doi\":\"10.1007/s11440-024-02507-5\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>While significant research has focused on characterizing cylindrical piles with various shapes and material components, as well as their interaction with soil under axial loading, the performance of tapered piles under axial loading has received considerably less attention. Tapered piles provide an attractive alternative to conventional pile types such as driven steel and concrete straight piles, as they have improved the resistance during axial compressive loading. In this study, the performance of tapered piles under axial monotonic and impact loading was examined using laboratory testing. A series of large-scale static compression tests were performed on tapered piles with diameters of 76 and 89 mm under both saturated and unsaturated soil (Baskarp Sand No. 15) conditions. Each test consisted of multiple sub-tests to determine the in situ soil characteristics, and the key findings discussed here are based on results from pile bearing capacities after installation by jacking with an unloading/reloading step. Cone penetration tests were performed to quantify the effect of pile installation on the soil state for different initial relative densities. Dynamic pile testing, which is less costly and time-consuming than the static loading of large-scale piles, was performed with a hammer to assess the piles’ static load bearing capacities. The generalized relationship between static and dynamic bearing capacities was examined according to the Danish pile-driving formulas (DDRs) using the <i>j</i> factor. The results revealed that the DDRs can be used for saturated medium-dense sands with adequate confidence, whereas any application beyond this range may require thorough verification. The piles were then pulled out to enable the decoupling of friction resistance effects from base resistance.</p></div>\",\"PeriodicalId\":49308,\"journal\":{\"name\":\"Acta Geotechnica\",\"volume\":\"20 5\",\"pages\":\"2307 - 2326\"},\"PeriodicalIF\":5.6000,\"publicationDate\":\"2025-01-02\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Acta Geotechnica\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://link.springer.com/article/10.1007/s11440-024-02507-5\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, GEOLOGICAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Acta Geotechnica","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1007/s11440-024-02507-5","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
Tapered piles responses during large-scale axial static and high-strain dynamic load testing
While significant research has focused on characterizing cylindrical piles with various shapes and material components, as well as their interaction with soil under axial loading, the performance of tapered piles under axial loading has received considerably less attention. Tapered piles provide an attractive alternative to conventional pile types such as driven steel and concrete straight piles, as they have improved the resistance during axial compressive loading. In this study, the performance of tapered piles under axial monotonic and impact loading was examined using laboratory testing. A series of large-scale static compression tests were performed on tapered piles with diameters of 76 and 89 mm under both saturated and unsaturated soil (Baskarp Sand No. 15) conditions. Each test consisted of multiple sub-tests to determine the in situ soil characteristics, and the key findings discussed here are based on results from pile bearing capacities after installation by jacking with an unloading/reloading step. Cone penetration tests were performed to quantify the effect of pile installation on the soil state for different initial relative densities. Dynamic pile testing, which is less costly and time-consuming than the static loading of large-scale piles, was performed with a hammer to assess the piles’ static load bearing capacities. The generalized relationship between static and dynamic bearing capacities was examined according to the Danish pile-driving formulas (DDRs) using the j factor. The results revealed that the DDRs can be used for saturated medium-dense sands with adequate confidence, whereas any application beyond this range may require thorough verification. The piles were then pulled out to enable the decoupling of friction resistance effects from base resistance.
期刊介绍:
Acta Geotechnica is an international journal devoted to the publication and dissemination of basic and applied research in geoengineering – an interdisciplinary field dealing with geomaterials such as soils and rocks. Coverage emphasizes the interplay between geomechanical models and their engineering applications. The journal presents original research papers on fundamental concepts in geomechanics and their novel applications in geoengineering based on experimental, analytical and/or numerical approaches. The main purpose of the journal is to foster understanding of the fundamental mechanisms behind the phenomena and processes in geomaterials, from kilometer-scale problems as they occur in geoscience, and down to the nano-scale, with their potential impact on geoengineering. The journal strives to report and archive progress in the field in a timely manner, presenting research papers, review articles, short notes and letters to the editors.