Evaluation of Hybrid Pile Supported System for Protecting Road Embankment Under Seismic Loading

Qin, Chengjiong; Hazarika, Hemanta; Pasha, Siavash Manafi Khajeh; Furuichi, Hideo; Kochi, Yoshifumi; Matsumoto, Daisuke; Fujishiro, T.; Ishibashi, Shinichiro; Watanabe, Naoto; Yamamoto, Shigeo

doi:10.1007/978-981-16-0077-7_62

Cited by 6 publications

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“…The details of the critical height are introduced in the next section. More recently, most researchers [65,[72][73][74] have investigated the deformation behavior of pile-supported embankments under cyclic loading. Evidently, the settlement of a pile-supported embankment will increase with the number of cycles, velocity, and vehicle wheel load.…”

Section: Settlementmentioning

confidence: 99%

“…More studies should be conducted on the deformation behavior of pile-supported embankments under cyclic loading conditions, particularly considering the moisture content in the soil. More recently, most researchers [65,[72][73][74] have investigated the deformation behavior of pile-supported embankments under cyclic loading. Evidently, the settlement of a pilesupported embankment will increase with the number of cycles, velocity, and vehicle wheel load.…”

Section: Settlementmentioning

confidence: 99%

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The Soil-Arching Effect in Pile-Supported Embankments: A Review

Wang,

Ye,

Wang

et al. 2024

Buildings

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Pile-supported embankments are widely used in foundation treatments, owing to their safety, efficient construction, and economy. The soil-arching effect is a key load-transferring mechanism in a pile-supported embankment, and it reduces the even settlement on the embankment surface. In recent years, researchers and engineers have conducted extensive research on the soil-arching phenomenon in pile-supported embankments. This paper reviews relevant studies on the effect of soil arching in pile-supported embankments in order to better understand the mechanism and influencing factors of the distribution of the arching effect. First, the development history of the practice and theory related to pile-supported embankments is discussed. This is followed by a review of theoretical studies on the soil-arching effect, load distribution and soil deformation on pile-supported embankments (with and without geogrid reinforcement), and structures and factors influencing soil arching. The results of these studies are summarized, and finally, topics for future research are suggested, providing references for the design and maintenance of civil infrastructure.

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Section: Settlementmentioning

confidence: 99%