Legal barriers to the development of onshore wind power plants and the design of wind turbine tower pile foundation

IF 1.1 Q3 ENGINEERING, CIVIL Archives of Civil Engineering Pub Date : 2024-03-28 DOI:10.24425/ace.2024.148900
I. Dyka, J. Harasymiuk
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Abstract

Even the best project of a wind power plant (WPP) can fail if there are not favourable legal regulations for its completion. Most of the research has dealt with identification of various obstacles to implement WPP (political, social, legal, environmental). Analyses of legal barriers (LBs) have been usually made at a high degree of generality. This paper offers a thorough overview of LBs for localization of WPPs in Poland. This is the country where restrictive regulations have blocked the possibility of implementing such projects in many areas. Unfriendly law may persuade investors to choose worse wind turbines foundation conditions. In our research we focus on a problem little dealt in scientific studies, i.e. on the localization of WPP in difficult geotechnical conditions. The article presents the analytical engineering method, which includes the mutual influence between foundation piles in carrying on the construction load on a subsoil. The paper presents the geotechnical parameters responsible for calculation outcomes, the theoretical basis of the curve analysis method of settlement of a single pile and of the calculation of piles settlement working in a group and fastened with a stiff head. It also shows the effect of pile arrangement in a foundation and a load distribution of in-dividual piles, as well as a settlement and leaning of foundation of wind power turbine towers. The method enables a more precise, safer and optimal design of a wind turbine foundation.
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发展陆上风力发电厂的法律障碍和风力涡轮机塔架桩基设计
如果没有完成风力发电厂(WPP)的有利法律规定,即使是最好的风力发电厂项目也可能失败。大多数研究都涉及风力发电厂项目实施过程中的各种障碍(政治、社会、法律、环境)。对法律障碍(LBs)的分析通常较为笼统。本文对波兰 WPP 本地化的法律障碍进行了全面概述。在波兰,限制性法规在许多领域阻碍了此类项目的实施。不友好的法律可能会说服投资者选择较差的风力涡轮机地基条件。在我们的研究中,我们关注的是一个在科学研究中很少涉及的问题,即在困难的岩土条件下风力发电厂的定位问题。文章介绍了工程分析方法,其中包括基桩在承受底土施工荷载时的相互影响。文章介绍了对计算结果负责的岩土参数、单桩沉降曲线分析法的理论基础以及群桩沉降计算的理论基础。它还显示了地基中桩布置的影响和单个桩的荷载分布,以及风力涡轮机塔基础的沉降和倾斜。该方法使风力涡轮机基础的设计更加精确、安全和优化。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Archives of Civil Engineering
Archives of Civil Engineering ENGINEERING, CIVIL-
CiteScore
1.50
自引率
28.60%
发文量
0
审稿时长
24 weeks
期刊介绍: ARCHIVES OF CIVIL ENGINEERING publish original papers of the theoretical, experimental, numerical and practical nature in the fields of structural mechanics, soil mechanics and foundations engineering, concrete, metal, timber and composite polymer structures, hydrotechnical structures, roads, railways and bridges, building services, building physics, management in construction, production of construction materials, construction of civil engineering structures, education of civil engineers.
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