煤基固废绿色胶结材料充填实验研究
Influence of Buried Depth Ratio on Peak Acceleration Response of Subway Station and Adjacent Multistory Buildings
投稿时间:2024-12-19  修订日期:2025-01-09
DOI:
中文关键词:  煤矸石  颗粒级配  胶结充填  绿色充填材料  性能研究。
英文关键词:coal gangue  particle grading  cemented filling  green filling material  performance study
基金项目:湖南省自然科学基金(2024JJ7441)
作者单位邮编
辜振道 南华大学 土木工程学院 421001
龙慧* 南华大学 土木工程学院 421001
程睿栋 南华大学 土木工程学院 
邢澳祥 南华大学 土木工程学院 
彭帅 南华大学 土木工程学院 
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中文摘要:
      煤炭开采沉陷和大宗固体废物堆积是矿区实现绿色低碳发展的瓶颈问题。以陕北某煤矿充填开采为例,研制了一种煤基固废胶凝材料,利用该新型胶凝材料与充填矸石砂进行了配比试验,测试了不同灰砂比(1:3、1:4、1:5、1:6)、偏高岭土粉煤灰比(1:3、1:4、1:5、1:6)和细度模数(2.32、2.64、2.91、3.19)条件下胶结充填体的单轴抗压强度和流动度。研究表明,充填体抗压强度与偏高岭土粉煤灰比和灰砂比成正比,与细度模数成反比;而充填料浆流动度与偏高岭土粉煤灰比和灰砂比成反比,与细度模数成正比。该煤基固废胶凝材料制备的新型充填材料对比传统水泥基充填材料,成本降低了48.69%,二氧化碳排放量减少了64.71%,总体固废利用率达到96.1%。
英文摘要:
      Coal mining subsidence and bulk solid waste accumulation are bottlenecks in realizing green and low-carbon development in mining areas. Taking a coal mine in northern Shaanxi as an example of filling mining, a coal-based solid waste cementitious material was developed, and the new cementitious material was utilized to carry out a proportioning test with the filling gangue sand to test the uniaxial compressive strength and fluidity of the cementitious filler with different gray-to-sand ratios (1:3, 1:4, 1:5, and 1:6), biogaussite fly ash ratios (1:3, 1:4, 1:5, and 1:6), and modulus of fineness (2.32, 2.64, 2.91, and 3.19) conditions. The uniaxial compressive strength and mobility of the cemented filler. The study showed that the compressive strength of the filler was directly proportional to the ratio of fly ash and ash to sand ratio of metakaolin and inversely proportional to the fineness modulus, while the flowability of the filling slurry was inversely proportional to the ratio of fly ash and ash to sand ratio of metakaolin and directly proportional to the fineness modulus. Compared with the traditional cement-based filling material, the cost of the new filling material prepared from this coal-based solid waste cementitious material was reduced by 48.69%, the carbon dioxide emission was reduced by 64.71%, and the overall solid waste utilization rate reached 96.1%.
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