Work

Piv Image Analysis of the Sandy Soil Around a Pile During Single Pile Horizontal Loading Tests in a Centrifuge Field

Year: 2025

Type: article

Abstract: Examining the ground’s deformation characteristics is valuable in assessing the impact of horizontal resistance of piles. In this study, horizontal pile loading experiments in a centrifugal 50G field and PIV were conducted for dense and loose sandy ground. Two types of experiments were conducted: one to observe the ground surface and another to observe the ground section. The size of the three-dimensional deformation area of ground in front of a pile at each loading stage was analyzed, and the results indicated that the horizontal resistance of a pile is related to the size of the deformation area of the ground.

Source: Journal of Structural and Construction Engineering (Transactions of AIJ)

DOI: 10.3130/aijs.90.477

Authors: Mizuki ODAGIRI, Takatoshi KIRIYAMA, Yuka YAMATO, Yoshiharu ASAKA

Institution: Shimizu (Japan)

Language: English

Topic: Geotechnical Engineering and Soil Mechanics

Subfield: Civil and Structural Engineering

Field: Engineering

Domain: Physical Sciences

Open Access status: bronze

OpenAlex ID: W4409013307

FWCI:

Cites: 9

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Related to: 10