The Response of Pressure-Cast-In-Situ Pile with Spray-Expanded Frustum Using Field Static Load TestsSource: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 002::page 05024013-1Author:Zhang, Qian-qing
,
Liu, Jing-hang
,
Li, Zhen-bao
,
Yin, Wei-ping
,
Cui, Wei
,
Li, Jin-liang
,
Huang, Yuan-chen
DOI: 10.1061/IJGNAI.GMENG-10192Publisher: American Society of Civil Engineers
Abstract: Abstract In this study, the pressure-cast-in-situ pile with spray-expanded frustum (PPSF) was
proposed to increase pile bearing capacity, reduce pile settlement, and improve construction
speed. The construction process of the PPSF composed of pile body, ...
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| contributor author | Zhang, Qian-qing | |
| contributor author | Liu, Jing-hang | |
| contributor author | Li, Zhen-bao | |
| contributor author | Yin, Wei-ping | |
| contributor author | Cui, Wei | |
| contributor author | Li, Jin-liang | |
| contributor author | Huang, Yuan-chen | |
| date accessioned | 2026-08-20T10:44:14Z | |
| date available | 2026-08-20T10:44:14Z | |
| date copyright | 2024/11/20 | |
| date issued | 2025 | |
| identifier other | IJGNAI.GMENG-10192.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4311193 | |
| description abstract | Abstract In this study, the pressure-cast-in-situ pile with spray-expanded frustum (PPSF) was proposed to increase pile bearing capacity, reduce pile settlement, and improve construction speed. The construction process of the PPSF composed of pile body, ... | |
| publisher | American Society of Civil Engineers | |
| title | The Response of Pressure-Cast-In-Situ Pile with Spray-Expanded Frustum Using Field Static Load Tests | |
| type | Journal Article | |
| journal volume | 25 | |
| journal issue | 2 | |
| journal title | International Journal of Geomechanics | |
| identifier doi | 10.1061/IJGNAI.GMENG-10192 | |
| journal fristpage | 05024013-1 | |
| journal lastpage | 05024013-10 | |
| page | 10 | |
| tree | International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 002 | |
| contenttype | Fulltext |