Raked Pile Behavior Modeling under Soil Movement
碩士 === 國立嘉義大學 === 土木與水資源工程學系研究所 === 100 === Pile foundation has been widely used in supporting various structures, for example, bridges and tall buildings in Taiwan. With the development of mountainous area, pile foundation has been used as mitigation slope movement. Raked piles used in a group pile...
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| Format: | Others |
| Language: | zh-TW |
| Online Access: | http://ndltd.ncl.edu.tw/handle/72217040541299720350 |
| Summary: | 碩士 === 國立嘉義大學 === 土木與水資源工程學系研究所 === 100 === Pile foundation has been widely used in supporting various structures, for example, bridges and tall buildings in Taiwan. With the development of mountainous area, pile foundation has been used as mitigation slope movement. Raked piles used in a group pile subjected to lateral forces are common.
In this study, we used the FLAC3D program to analyze the mechanical response of a raked pile subjected to lateral soil movement. In order to verify the correction of the FLAC3D simulation, its validation was compared with a published case study. Then the analysis of a single pile and a one row-pile in different dip angles subjected to lateral soil movement were modeled. Results of the analysis show that raked pile under the conditions of lateral slope movement will cause the pile’s lateral displacement and bending movement to increase. A row raked pile used can reduce the lateral displacement of the pile. Further study is required to evaluate the raked pile behavior subjected to lateral slope movement.
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