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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Main Authors: Binpeng Lan, Yanping Wang, Weiguo Wang
Format: Article
Language:English
Published: MDPI AG 2023-06-01
Series:Applied Sciences
Subjects:
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.
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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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AT yanpingwang reviewofthedoublerowpilesupportingstructureanditsforceanddeformationcharacteristics
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