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刘彦钰, 张 博, 罗伊明, 陈博文, 姚汝方.滑石粉替代膨润土掺量对塑性混凝土性能的影响水资源与水工程学报[J].,2024,35(4):162-168
滑石粉替代膨润土掺量对塑性混凝土性能的影响
Performance of plastic concrete influenced by partial replacement of bentonite with talc
  
DOI:10.11705/j.issn.1672-643X.2024.04.19
中文关键词:  塑性混凝土  滑石粉掺量  弹性模量  抗渗性能  微观形貌
英文关键词:plastic concrete  talc content  elastic modulus  impermeability performance  microscopic morphology
基金项目:陕西省自然科学基础研究计划项目(2023-JC-QN-0519)
作者单位
刘彦钰, 张 博, 罗伊明, 陈博文, 姚汝方 (西北农林科技大学 水利与建筑工程学院 陕西 杨凌 712100) 
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中文摘要:
      在保持强度的前提下,通过滑石粉部分替代膨润土能够降低塑性混凝土的弹性模量并维持其高抗渗性能。配制了两种不同水胶比的塑性混凝土,滑石粉替代膨润土掺量分别设定为0以及胶凝材料的5%、10%、15%、20%,通过混凝土拌和物工作性能以及混凝土抗压强度、弹性模量和抗渗性能测试,结合微观形貌分析,探究了滑石粉掺量对塑性混凝土主要性能的影响。结果表明:随滑石粉替代膨润土掺量的增加,塑性混凝土拌合物的坍落度、扩展度及混凝土抗压强度均先增大后减小,而混凝土渗透系数则出现先降低后增加的趋势,且各性能指标均在滑石粉掺量为10%时出现极值;当滑石粉掺量为5%时,塑性混凝土的弹性模量比未掺时略有降低,之后随着滑石粉掺量的增加快速减小;掺入滑石粉部分替代膨润土可以减少混凝土孔洞,使基体结构密实,且滑石粉掺量为10%时相比20%时更为密实;10%掺量的滑石粉代替膨润土具有最佳的效果,不仅能改善拌和物工作性能,而且使塑性混凝土的抗压强度和抗渗系数得到提高,同时还降低了塑性混凝土的弹性模量。
英文摘要:
      This study aims to reduce the elastic modulus of plastic concrete but keep its high impermeability performance by partially replacing bentonite with talc, while maintaining the strength of the concrete. To this end, bentonite based plastic concrete with two types of water cement ratios were prepared, with different dosages of talc as the replacement of bentonite, which are 0, 5%, 10%, 15% and 20% of the binding material. The effect of talc dosage on the properties of the plastic concrete was studied by testing the working performance of the concrete mixture, compressive strength, elastic modulus and impermeability of the bentonite based plastic concrete, as well as the microscopic morphology observation. The results showed that with the increase in talc dosage, the slump, expansion and compressive strength of the bentonite based plastic concrete mixtures all increased and then decreased, while the permeability coefficient of the concrete decreased first and then increased, and these parameters showed the extreme values when the talc dosage was 10%. However, the elastic modulus of the bentonite based plastic concrete mixtures showed a very slight decrement when the talc dosage was 5%, while decreased significantly as the increase of the talc dosage. Using talc to partially replace bentonite reduced pores in the concrete matrix which in turn made the concrete structure denser, and the concrete matrix with talc dosage of 10% was denser than that of 20%. The bentonite based plastic concrete with talc dosage of 10% showed the optimum comprehensive effect with improved working performance of the concrete mixture, enhanced compressive strength and impermeability as well as decreased elastic modulus of the plastic concrete.
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