| 大浪强震区高桩码头结构设计方案 |
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| 引用本文： | 范,晔.大浪强震区高桩码头结构设计方案[J].水运工程,2020(5):133-137. |
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| 作者姓名： | 范 晔 |
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| 作者单位： | 中交第三航务工程勘察设计院有限公司，上海 200032 |
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| 摘 要： | 针对菲律宾Luna 2×300 MW电厂配套码头工程中的大浪强震,通过模拟计算,对整体式及分离式高桩码头结构方案进行比较,研究桩基布置形式,包括排架间距、桩径大小、桩基倾斜度等对大浪强震的敏感性,提出在大浪强震地区大排架+大直径桩+大斜度的整体式高桩码头结构方案更优越。
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| 关 键 词： | 大浪 强震 整体式 分离式 桩基布置形式 |
Structural design of pile-supported wharf under strong earthquake and huge wave |
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| FAN Ye.Structural design of pile-supported wharf under strong earthquake and huge wave[J].Port & Waterway Engineering,2020(5):133-137. |
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| Authors: | FAN Ye |
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| Institution: | CCCC Third Harbor Consultants Co.,Ltd.,Shanghai 200032,China |
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| Abstract: | In view of Luna 2×300 MW supercritical power plant project in Philippines,we study the structural design of pile-supported wharf under strong earthquake and huge wave.The structural schemes of integral and separated pile- supported wharf are compared,and the sensitivity of pile layout including bent spacing,pile diameter and pile inclination is studied.The conclusion is that the integral pile-supported wharf with larger bent spacing,larger diameter pile with larger inclination is more superior. |
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| Keywords: | huge wave strong earthquake integral structure separated structure pile layout |
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