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.
Authors
- Naoya Kuze
- N. Inoue
- Yoshiaki Tsukada
- Masaki Yokoyama
- N. Okada
- Y. Hirayama (ORCID: https://orcid.org/0009-0004-7237-0964)
Institutions
- 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)
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
- Field-Weighted Citation Impact
- 0.00