Lai, Van Qui and Keawsawasvong, Suraparb and Shiau, Jim 
ORCID: https://orcid.org/0000-0002-9220-3184
(2022)
Analysis of Shaft‑Grouted Piles Using Load‑Transfer Method.
International Journal of Geosynthetics and Ground Engineering, 8 (1):4.
pp. 1-10.
ISSN 2199-9260
Abstract
A new algorithm based on the load-transfer method is presented in this study to determine the behavior of bored piles that are strengthened by shaft grouting (shaft-grouted piles). Using an exponential load-transfer model, the relationship between mobilized loads and settlements at the pile shaft and tip is established in this study. Analysis results are compared with full-scale pile load tests on a bored pile and a shaft-grouted pile in Ho Chi Minh City, Viet Nam. A good agreement between the predicted and the measured results of the load settlement curve was found. The proposed method can be used in the preliminary design of shaft-grouted piles, and it should be of great interest to practical engineers.
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| Item Type: | Article (Commonwealth Reporting Category C) |
|---|---|
| Refereed: | Yes |
| Item Status: | Live Archive |
| Faculty/School / Institute/Centre: | Current – Faculty of Health, Engineering and Sciences - School of Engineering (1 Jan 2022 -) |
| Faculty/School / Institute/Centre: | Current – Faculty of Health, Engineering and Sciences - School of Engineering (1 Jan 2022 -) |
| Date Deposited: | 16 Mar 2022 23:34 |
| Last Modified: | 19 May 2022 02:27 |
| Uncontrolled Keywords: | Bored pile; Full-scale pile load test; Ho Chi Minh City; Load transfer; Shaft-grouted pile |
| Fields of Research (2008): | 09 Engineering > 0905 Civil Engineering > 090501 Civil Geotechnical Engineering |
| Fields of Research (2020): | 40 ENGINEERING > 4005 Civil engineering > 400502 Civil geotechnical engineering |
| Identification Number or DOI: | https://doi.org/10.1007/s40891-022-00351-9 |
| URI: | http://eprints.usq.edu.au/id/eprint/46943 |
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