植被混凝土的抗崩解性能研究
Research on the Anti Disintegration Performance of Vegetation Concrete
贾琦飞 1苟翔 1谭晚峰 1聂慧萍 1徐思思 1彭旭1
作者信息
- 1. 江西省地质局第六地质大队;核工业志诚建设工程有限公司,江西 鹰潭 335000
- 折叠
摘要
通过崩解试验,探讨不同吸水率条件下植被混凝土的崩解行为及其随时间的变化规律.试验结果表明,植被混凝土的崩解量在初期阶段迅速增加,随后逐渐趋于平衡;吸水率对崩解行为有显著影响.较高吸水率在初期阶段加速了植被混凝土的崩解过程,但随后崩解速率下降;较低吸水率的试件在后期显示出较高的崩解速率;适中的吸水率有助于维持植被混凝土的抗崩解性能.
Abstract
Explore the disintegration behavior and temporal variation of vegetation concrete under different water absorption rates through disintegration tests.The experimental results indicate that the disintegration of vegetation concrete increases rapidly in the initial stage and gradually approaches equilibrium thereafter;the water absorption rate has a significant impact on the disintegration behavior.The higher water absorption rate accelerates the disintegration process of vegetation concrete in the initial stage,but then the disintegration rate decreases.The specimens with lower water absorption rate showed higher disintegration rate in the later stage.Moderate water absorption helps maintain the anti disintegration performance of vegetation concrete.
关键词
矿山边坡/生态修复/植被混凝土/抗崩解性能Key words
mining slope/ecological restoration/vegetation concrete/anti disintegration performance引用本文复制引用
出版年
2024
国家科技期刊平台
NSTL
万方数据