Search Results - PILE FOUNDATION

Refine Results
  1. 1

    Methodology for calculating the settlement of pile-raft foundations and foundations strengthened with piles by Kravchenko Pavel, Paramonov Maxim, Slivets Konstantin, Metelkin Sergey

    Published in E3S Web of Conferences (2023-01-01)
    “…The ar-ticle provides a calculation methodology that makes it possible to assess the settlement of foundations, taking into account the distribution of loads between the piles and the raft (strengthened foundation), not only for cases of pile-raft foundations with a low raft, but also for cases of strengthening existing foundations with piles. …”
    Get full text
    Article
  2. 2
  3. 3

    Effect of Pile's Number on the Behavior of Piled Raft Foundation by Dheyaa Hadi, Mohanned Waheed, Mohammed Fattah

    Published in Engineering and Technology Journal (2021-07-01)
    “…This paper introduces an experimental research on the behavior of the piled raft foundation (PRF) in sand of two states (loose and medium sand). …”
    Get full text
    Article
  4. 4
  5. 5
  6. 6
  7. 7

    Investigation of piled foundations in swelling clays by Gaspar Tiago A. V., Jacobsz Schalk W., Osman Ashraf S.

    Published in E3S Web of Conferences (2023-01-01)
    “…This paper presents the results of element testing and centrifuge modelling to investigate the behaviour of piled foundations in swelling clays. The study revealed that the preparation procedure implemented, was able to retain key hydromechanical properties when compared with undisturbed specimens. …”
    Get full text
    Article
  8. 8

    The results of strengthening the foundation with a bored pile with an enlarged pile base by Paronko Aleksandr, Samokhvalov Mikhail, Ashikhmin Oleg, Gejdt Vladimir

    Published in E3S Web of Conferences (2023-01-01)
    “…The article presents the results of static tests of a strip foundation fragment, strengthened with a bored pile, which has an enlarged pile base at its lower end. …”
    Get full text
    Article
  9. 9

    The Effect of Distance between Sheet Pile and Foundation on Bearing Capacity of Foundation by Aykut Ozpolat, Huseyin Suha Aksoy

    Published in Advances in Civil Engineering (2022-01-01)
    “…In this study, the presence of a foundation near the sheet pile wall built on sand soil was simulated in the laboratory, similar to the field conditions. …”
    Get full text
    Article
  10. 10

    Pile–Soil Interaction and Group Pile Effect in Composite Foundation Under Different Pile Length Conditions by Dongliang He, Yanhui Cheng, Hongwei Liu, Hang Lin

    Published in Buildings (2025-04-01)
    “…Pile foundations, as important supporting structures, are widely used in weak foundations and high-rise buildings. …”
    Get full text
    Article
  11. 11

    Optimization Method of Reducing the Differential Settlements of Piled Raft Foundations Based on Pile-to-Pile Interaction Theory by Yunfei Xie, Shichun Chi

    Published in Advances in Civil Engineering (2020-01-01)
    “…In order to reduce the differential settlement of piled raft foundations, an optimization method based on pile-to-pile interaction theory is proposed in this paper, which translates the problem of pile-to-pile interaction (PPI) in pile groups into that in single piles using the interaction factor method. …”
    Get full text
    Article
  12. 12
  13. 13

    Horizontal Bearing Characteristics of Pile Group Foundation with Composite Pile-Cap Connection by XU Chunbo, GUO Zhaosheng, HE Wubin, LIU Ruifeng

    Published in Taiyuan Ligong Daxue xuebao (2025-03-01)
    “…[Findings] The results show that the average ultimate bearing capacity of foundation piles can be increased by about 17.63% and the horizontal displacement can be reduced by 41.64% by using 1×2 rigid connection group piles. …”
    Get full text
    Article
  14. 14

    Numerical Investigations of Pile Group Foundations under Different Pile Length Conditions by Chuheng Zhong, Ze Chen, Jinzhi Zhou

    Published in Applied Sciences (2024-02-01)
    “…At present, group pile foundations with the same length of pile base are used basically in large-scale slope group pile foundation projects. …”
    Get full text
    Article
  15. 15
  16. 16

    Mechanical Property of Lateral Piles for Pile Composite Foundation Loaded by Model Test by Chen-xi Feng, Hang Yuan, De-quan Zhou, Peng Du, Chuang-ye Wang, Qiu-ling Yang, Fei Pang, Min Jing, Hui-xian Yu

    Published in Advances in Civil Engineering (2023-01-01)
    “…This new reinforcement scheme is called a combined composite foundation. For the combined composite foundation, the lateral restraint piles will bear a certain force when the composite foundation is loaded, and the force may cause the piles horizontal displacement, instability, or even failure. …”
    Get full text
    Article
  17. 17

    Experimental study of influencing pile to cap connections on the rocking behaviors of piled foundations by Amin Amiri, Seyed Majdeddin Mir Mohammad Hosseini, Abbas Soroush

    Published in Scientific Reports (2025-04-01)
    “…For the foundation of structures like tall bridges supported by pile groups, the system’s behavior during rocking motions can be influenced by various factors, such as static vertical safety factor, pile-to-cap connection, and pile length. …”
    Get full text
    Article
  18. 18

    Group Pile Effect on Temperature Distributions inside Energy Storage Pile Foundations by Dilnura Sailauova, Zhamilya Mamesh, Dichuan Zhang, Deuckhang Lee, Chang-Seon Shon, Jong R. Kim

    Published in Applied Sciences (2020-09-01)
    “…Energy storage pile foundations are being developed for storing renewable energy by utilizing compressed air energy storage technology. …”
    Get full text
    Article
  19. 19
  20. 20

Search Tools: