本文選題：海上風(fēng)力發(fā)電 + 高樁承臺基礎(chǔ)　； 參考：《福建水力發(fā)電》2016年02期

【摘要】：針對福建近海海域復(fù)雜地質(zhì)條件下的高樁承臺基礎(chǔ),結(jié)合工程實例,通過對鋼管樁關(guān)鍵參數(shù)的敏感性分析,得出樁數(shù)對樁長的影響最為顯著,其次為樁徑和布樁半徑,樁斜率對樁長的影響最小。該成果可為今后類似工程的海上風(fēng)機基礎(chǔ)結(jié)構(gòu)設(shè)計提供參考。
[Abstract]:Based on the analysis of the sensitivity of the key parameters of the steel pipe pile, it is concluded that the pile number has the most significant influence on the pile length, followed by the pile diameter and the pile layout radius, according to the high pile cap foundation under the complex geological conditions in the offshore waters of Fujian Province. The influence of pile slope on pile length is minimal. The results can be used as reference for the design of offshore fan infrastructure for similar projects in the future.
【作者單位】： 福建省水利水電勘測設(shè)計研究院;
【分類號】：TM614
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本文編號：1912332