EFFECT OF GROUTED PILE BASE QUALITY ON VERTICAL BEARING CAPACITY CHARACTERISTICS OF EMBEDDED PILES

The vertical bearing capacity of piles by embedment method is considered to be affected by the strength and stiffness of the grouted pile base, but there are few reports on this subject. Therefore, various experiments were conducted to understand the effects of differences in the quality of the grouted pile base on the bearing capacity. As a result, it was found that sand and gravel does not significantly affect the bearing capacity even if they are mixed in the grouted pile base, but clay and block of clay decreases if they are mixed more than a certain amount.

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Publication Details

Journal
Journal of Structural and Construction Engineering (Transactions of AIJ)
Published
2024-10-31
DOI
https://doi.org/10.3130/aijs.89.1238
Primary Topic
Geotechnical Engineering and Soil Stabilization
Type
article
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article

EFFECT OF GROUTED PILE BASE QUALITY ON VERTICAL BEARING CAPACITY CHARACTERISTICS OF EMBEDDED PILES

Naoya Kuze, N. Inoue, Yoshiaki Tsukada, Masaki Yokoyama et al.
Journal of Structural and Construction Engineering (Transactions of AIJ)
Geotechnical Engineering and Soil Stabilization
article

EFFECT OF GROUTED PILE BASE QUALITY ON VERTICAL BEARING CAPACITY CHARACTERISTICS OF EMBEDDED PILES

Naoya Kuze, N. Inoue, Yoshiaki Tsukada, Masaki Yokoyama, N. Okada, Y. Hirayama
article en

Abstract

The vertical bearing capacity of piles by embedment method is considered to be affected by the strength and stiffness of the grouted pile base, but there are few reports on this subject. Therefore, various experiments were conducted to understand the effects of differences in the quality of the grouted pile base on the bearing capacity. As a result, it was found that sand and gravel does not significantly affect the bearing capacity even if they are mixed in the grouted pile base, but clay and block of clay decreases if they are mixed more than a certain amount.

Journal of Structural and Construction Engineering (Transactions of AIJ)Vol. 89(825)
Asahi Kasei (United States) (US), Center for Independent Living (US), National Institute for Land and Infrastructure Management (JP), Sekisui Chemical (Japan) (JP), Fox Corporation (United States), Mitsubishi Materials (Japan) (JP)
Openalex Percentile: Top 78%
Geotechnical Engineering and Soil Stabilization
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EFFECT OF GROUTED PILE BASE QUALITY ON VERTICAL BEARING CAPACITY CHARACTERISTICS OF EMBEDDED PILES — Naoya Kuze, N. Inoue, et al. · Journal of Structural and Construction Engineering (Transactions of AIJ) (2024) | TGRS Research Map | TGRS