Review of the Double-Row Pile Supporting Structure and Its Force and Deformation Characteristics
The conventional support forms of foundation pit retaining piles include single-row piles, double-row piles, anchor-row piles, and so on. The double-row pile supporting structure is widely used in the deep foundation pit supporting the engineering of wharves, bridges, subways, tunnels, and high-rise...
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MDPI AG
2023-06-01
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Series: | Applied Sciences |
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Online Access: | https://www.mdpi.com/2076-3417/13/13/7715 |
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author | Binpeng Lan Yanping Wang Weiguo Wang |
author_facet | Binpeng Lan Yanping Wang Weiguo Wang |
author_sort | Binpeng Lan |
collection | DOAJ |
description | The conventional support forms of foundation pit retaining piles include single-row piles, double-row piles, anchor-row piles, and so on. The double-row pile supporting structure is widely used in the deep foundation pit supporting the engineering of wharves, bridges, subways, tunnels, and high-rise and super-high-rise buildings. This study on double-row pile supporting structures mainly focuses on four aspects: (1) The influence of dimension parameters, such as pile diameter and pile length, and engineering parameters, such as pile spacing and row spacing, on the deformation control of a double-row pile structure and the stability control of foundation pits; (2) Influence of the soil arch effect on the stress and deformation of the double-row pile supporting structure; (3) Study on the deformation characteristics and rules of the components and the whole structure of the double-row pile supporting structure; (4) Study on the calculation model of pile-soil interactions. Based on the above four aspects, this paper summarizes the latest research status of the existing double-row pile supporting structure and its stress and deformation characteristics. The deformation characteristics and calculation model of the pile-soil interaction of double-row piles are reviewed and evaluated. Finally, the problems and deficiencies in the research on double-row pile support are summarized. These results provide a reference for future research on the double-row pile supporting structure of the foundation pit and the numerical analysis and calculation model and lay a solid foundation for further development of the theory. |
first_indexed | 2024-03-11T01:46:53Z |
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institution | Directory Open Access Journal |
issn | 2076-3417 |
language | English |
last_indexed | 2024-03-11T01:46:53Z |
publishDate | 2023-06-01 |
publisher | MDPI AG |
record_format | Article |
series | Applied Sciences |
spelling | doaj.art-2f89548f34bd448a8ca5490756839cd72023-11-18T16:10:28ZengMDPI AGApplied Sciences2076-34172023-06-011313771510.3390/app13137715Review of the Double-Row Pile Supporting Structure and Its Force and Deformation CharacteristicsBinpeng Lan0Yanping Wang1Weiguo Wang2School of Civil Engineering and Geomatics, Shandong University of Technology, Zibo 255049, ChinaSchool of Civil Engineering and Geomatics, Shandong University of Technology, Zibo 255049, ChinaSchool of Civil Engineering and Geomatics, Shandong University of Technology, Zibo 255049, ChinaThe conventional support forms of foundation pit retaining piles include single-row piles, double-row piles, anchor-row piles, and so on. The double-row pile supporting structure is widely used in the deep foundation pit supporting the engineering of wharves, bridges, subways, tunnels, and high-rise and super-high-rise buildings. This study on double-row pile supporting structures mainly focuses on four aspects: (1) The influence of dimension parameters, such as pile diameter and pile length, and engineering parameters, such as pile spacing and row spacing, on the deformation control of a double-row pile structure and the stability control of foundation pits; (2) Influence of the soil arch effect on the stress and deformation of the double-row pile supporting structure; (3) Study on the deformation characteristics and rules of the components and the whole structure of the double-row pile supporting structure; (4) Study on the calculation model of pile-soil interactions. Based on the above four aspects, this paper summarizes the latest research status of the existing double-row pile supporting structure and its stress and deformation characteristics. The deformation characteristics and calculation model of the pile-soil interaction of double-row piles are reviewed and evaluated. Finally, the problems and deficiencies in the research on double-row pile support are summarized. These results provide a reference for future research on the double-row pile supporting structure of the foundation pit and the numerical analysis and calculation model and lay a solid foundation for further development of the theory.https://www.mdpi.com/2076-3417/13/13/7715double-row pilesforce characteristicsdeformation characteristicspile-soil interactioncalculation model |
spellingShingle | Binpeng Lan Yanping Wang Weiguo Wang Review of the Double-Row Pile Supporting Structure and Its Force and Deformation Characteristics Applied Sciences double-row piles force characteristics deformation characteristics pile-soil interaction calculation model |
title | Review of the Double-Row Pile Supporting Structure and Its Force and Deformation Characteristics |
title_full | Review of the Double-Row Pile Supporting Structure and Its Force and Deformation Characteristics |
title_fullStr | Review of the Double-Row Pile Supporting Structure and Its Force and Deformation Characteristics |
title_full_unstemmed | Review of the Double-Row Pile Supporting Structure and Its Force and Deformation Characteristics |
title_short | Review of the Double-Row Pile Supporting Structure and Its Force and Deformation Characteristics |
title_sort | review of the double row pile supporting structure and its force and deformation characteristics |
topic | double-row piles force characteristics deformation characteristics pile-soil interaction calculation model |
url | https://www.mdpi.com/2076-3417/13/13/7715 |
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