摘要
对GRF基础型式进行结构分析,运用Plaxis2D建立相应的数值模拟计算模型,通过模拟计算结果显示GRF基础与普通基础相比在竖向与水平向承载力的提高程度为20%~30%。为陆上风电场基础设计引进GRF基础提供理论依据,从技术与施工等两方面来探讨GRF基础在陆上风电场基础中应用的可行性。
Based model for structural analysis of GRF foundation,with Plaxis2D corresponding numerical simulation model is setting up,through the simulation results show that the GRF foundation compared with the common foundation in the bearing capacity of the vertical and horizontal to improve level of 20% to 30%. As the foundation of onshore wind farm design provide theoretical basis for introduction of GRF foundation,to discuss two aspects of technology and construction of GRF foundation based the feasibility of the application of the onshore wind farms.
出处
《山西建筑》
2017年第36期55-56,共2页
Shanxi Architecture
