科技创新与应用2026，Vol.16Issue(2)：63-66,4.DOI:10.19981/j.CN23-1581/G3.2026.02.016
山地光伏支架钢筋混凝土微孔灌注桩基础稳定性研究
李志伟 1郜旭敏 1谌延1
作者信息
- 1. 中国电建集团贵阳勘测设计研究院有限公司,贵阳 550081
- 折叠
摘要
Abstract
With the advancement of the"double carbon"strategic goal,the use of mountainous areas with poor construction conditions to develop photovoltaic power generation has become one of the important photovoltaic power generation models.As a load-bearing structure connecting photovoltaic power generation modules and ground foundation,the stability of photovoltaic power plant support foundation is crucial to the safe operation of photovoltaic power plants under complex mountainous conditions.Based on the static load test of reinforced concrete microporous cast-in-place piles in mountainous areas,this study analyzes the stability of test piles under different control size,explores the factors affecting the stability of microporous cast-in-place piles,and provides technical support for the design and construction of photovoltaic power stations in mountainous areas.关键词
山地光伏/微孔灌注桩/桩基础稳定性/光伏电站/静载试验Key words
mountain photovoltaic/microporous cast-in-place pile/pile foundation stability/photovoltaic power station/static load test分类
建筑与水利引用本文复制引用
李志伟,郜旭敏,谌延..山地光伏支架钢筋混凝土微孔灌注桩基础稳定性研究[J].科技创新与应用,2026,16(2):63-66,4.
