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生态混凝土制备及植生试验研究

PREPARATION OF VEGETATION TYPE CONCRETE AND RESEARCH ON VEGETATION TESTING
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摘要 传统河道边坡防护通常采用硬性材料硬化边坡以达到加固效果,然而这种作法对河道周边的生态环境造成了巨大的破坏。为此,本试验引入了生态混凝土的概念,将其作为基础材料进行深入研究。以水泥掺量和骨料掺量为影响因素,设计了单因素影响试验,对生态混凝土初期强度进行了详细的分析,并展开了植生试验,以期在实现加固效果的同时最大限度地保护生态环境。结果表明,对生态混凝土强度影响显著性为:水泥掺量>骨料掺量,黑麦草适宜在生态混凝土中生长。 Traditional river slope protection is usually achieved by hardening the slope with hard materials,but this practice has caused great damage to the ecological environment around the river.To this end,the concept of plant-type concrete was introduced in this experiment and further studied as a basic material.By examining cement and aggregate content as primary variables,we designed a single-factor experiment to analyze the initial strength of plant-type concrete.Subsequent comprehensive plantation tests aimed to reinforce the structure and maximize ecological protection.The outcomes indicated a notable influence on the strength of plant-type concrete,with the order being as follows,cement content had a greater impact than aggregate content,and the growth of ryegrass was found to be suitable in plant-type concrete.
作者 崔鼎 王丽娟 蔡佳时 陈可煊 CUI Ding;WANG Li-juan;CAI Jia-shi;CHEN Ke-xuan(Kunming University of Science and Technology Institute of Electrical Engineering,650500,Kunming,China)
出处 《建筑技术》 2024年第11期1351-1353,共3页 Architecture Technology
基金 昆明理工大学省级人才培养基金项目(KKSY201904022)。
关键词 边坡防护 生态混凝土 抗压试验 植被选择 slope protection vegetation type concrete compressive test vegetation selection
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