高硫尾砂全尾胶结充填探讨

通过对选硫全尾砂胶结配比和掺入一定量添加剂试验研究，提出了降低硫含量、改善渗透性、添加粉煤灰等技术处理措施，实施高硫尾砂全尾胶结充填的可行性探讨。     

粉煤灰及其利用

介绍了火力发电厂排放粉煤灰的主要物理化学性能，指出了综合利用粉煤灰的一些途径，介绍了从粉灰中提取聚合铝和用粉煤灰制分子筛工艺流程，对利用粉煤灰制做陶瓷进行了探讨。     

粉煤灰改性吸附材料的研究

本文阐述了粉煤灰的主要化学成份、结构、物理性质，指出粉煤灰改性的物质基础，并结合笔者的研究情况，分析了改性粉煤灰处理废水和废气的机理，介绍了其在处理废水和废气的研究与应用情况，提出了应用改性粉煤灰处理废水和废气中存在的问题及今后研究的重点。     

磁性粉煤灰对磷吸附特性的影响

在含磁性物质（Fe、Co、Ni）的介质中，加入适量的化肥和其它添加物质，经一定磁场强度磁化后制成的具有剩磁和矫顽力的新型肥料，定名为磁化肥料，现已获得国家发明专利。目前提供大量磁性物质的主要载体是火力发电厂排放的粉煤灰。粉煤灰和磁性粉煤灰对主要农作物的增产效果和对土壤的理化性质的影响有不少报道［‘－‘1，但对磷吸附特性的影响则未见报道。因此，我们应用tang－muir等温吸附方程研究了粉煤灰和磁性粉煤灰（并与江汉平原主要土壤黄棕壤、潮土作对照比较）对磷酸盐的吸附特性，探讨了粉煤灰和磷酸根离子之间的相互作用，…     

粉煤灰的精制及在环境中的应用研究

粉煤灰是火电厂排放的硅酸盐残渣,具有质轻、耐高温、强度高等优点,受到科研工作者的广泛关注。本文从粉煤灰的综合利用着手,分析了近年来粉煤灰的研究现状;阐述了粉煤灰的物理化学性质及粉煤灰的形成和精制;概括了当前粉煤灰的主要应用,并对今后粉煤灰的开发利用工作进行了展望。     

灰渣制砖节约资源

文章作者通过株州市利用灰渣制砖这一事件从盛到衰的过程,分析了灰渣砖滞销的原因,指出人们对废物资源化还缺乏深刻的认识。文章指出:粉煤灰、炉渣等工业废物弃之为废,用之为宝。任意排放,既污染水体、大气、又占用大量的土地。然而,粉煤灰、炉渣都具有建筑材料所需的优良成分和性质,而且建筑材料需要量极大,使用周期长,这种利用是粉煤灰、炉渣等工业废物的最佳方向。     

粉煤灰处理染料废水的研究

利用粉煤灰吸附性能较好、来源广泛及价格低廉等特点,对染料废水进行吸附试验研究。结果表明,粉煤灰的活化方式、粒度及用量对染料废水吸附性能有影响。160—200目30%硫酸活化粉煤灰吸附能力最强,且对染料废水的吸附过程符合Langmuir吸附等温曲线,最大吸附量为667mg/g。     

以混凝—过滤法处理丝厂废水后的粉煤灰滤料肥效试验研究

本文对粉煤灰的肥效和以过滤法提高粉煤灰肥效的途径了研究，并对粉煤灰过滤经混凝后的丝厂废水制成的粉煤灰合肥的肥效了田间试验，证明其具有与优质农家肥同等的肥效，且不会导致重金属的污染，该肥的含氮量可通过稍加处理而进一步提高。     

粉煤灰对硫化钠烟气脱硫的影响研究

通过对烟气带入吸收系统的粉煤灰物理性质及化学组成的分析，研究了粉煤灰对硫化钠法烟气脱硫反应的可能影响，并对粉煤灰的去除工艺进行了探讨。     

粉煤灰吸附处理麻黄素废水的试验研究

根据粉煤灰的吸附机制，通过试验研究，为粉煤灰吸附工程提供了设计参数，同时也为探明ＣＯＤ、ＢＯＤ５及色度在粉煤灰中的降解转化规律提供了借鉴依据。     

A preliminary assessment on reusage of flyash emitted from fluidized bed incineration of sludge cake

Reusage or recycle of flyash can eliminate the cost of final disposal and prevent secondary pollution caused by inappropriate flyash disposal. It is well known that the flyash emitted from fluidized bed incineration (FBI) is fine particle. Moreover its properties are more similar to concrete than that of ash from other incinerators. A promising and economical reusage of flyash is in concrete material. Prior to this application, it is necessary to explore the characteristics of cement mixed with flyash. Besides analyzing the general physical and chemical properties of FBI flyash, this article presents a preliminary assessment on reusage of FBI flyash in concrete by a series of experimental tests on the characteristics of flyash-cement paste, including the macrocharacteristics of fresh cement paste e.g. workability, bleeding water, setting time, compressive and tensile strengths, and micro-characteristics, e.g. paste hardening, pore distribution, and crystal structure. Effects of flyash amount in the paste and of flyash size on these properties are also studied. An approach to evaluate the reusage of flyash by inspecting the characteristics of flyash-cement paste is proposed, and leads to a potential reusage scheme for the FBI flyash as a concrete material resource.     

Characterisation of an unprocessed landfill ash for application in concrete

An investigation was carried out to establish the physical, mechanical and durability characteristics of an unprocessed pulverised fuel ash (PFA) from a former landfill site at the Power Station Hill near Church Village, South Wales, United Kingdom. This was aimed at establishing the suitability of the ash in the construction of the Church Village Bypass (embankment and pavement) and also in concrete to be used in the construction of the proposed highway.Concrete made using binder blends using various levels of PFA as replacement to Portland cement (PC) were subjected to compressive strength tests to establish performance. The concrete was also subjected to sodium sulphate attack by soaking concrete specimens in sulphate solution to establish performance in a sulphatic environment. Strength development up to 365 days for the concrete made with PC–PFA blends as binders (PC–PFA concrete), and 180 days for the PC–PFA paste, is reported.The binary PC–PFA concrete did not show good early strength development, but tended to improve at longer curing periods. The low early strength observed means that PC–PFA concrete can be used for low to medium strength applications for example blinding, low-strength foundations, crash barriers, noise reduction barriers, cycle paths, footpaths and material for pipe bedding.     

Utilization of silica fume in concrete: Review of hardened properties

Several types of industrial byproducts are generated. With increased environmental awareness and its potential hazardous effects, utilization of industrial byproducts has become an attractive alternative to disposal. One such by-product is silica fume (SF), which is a byproduct of the smelting process in the silicon and ferrosilicon industry. Silica fume is very effective in the design and development of high strength high performance concrete.This paper covers the physical, chemical properties of silica fume, and its reaction mechanism. It deals with the effect of silica fume on the workability, porosity, compressive strength, splitting tensile strength, flexural strength, creep and shrinkage of concrete.     

粉煤灰处理印染废水的现状及分析

本文综述了粉煤友在印染废水中的应用。粉煤灰作为吸附剂可直接处理印染废水,处理效率较低,改性后粉煤灰可提高吸附性;利用粉煤灰的混凝作用对COD的去除率一般为50％-60％,色度去除率为80％左右;当粉煤灰与铁屑产生电化学作用时,用于印染废水预处理是行之有效的;作为印染废水助凝助沉剂,结合其他工艺,可使印染废水中COD和色度去除率分别达到90％和95％以上,并列举了粉煤灰处理印染废水成功的实例。但仍应加强理论研究,解决工程与设备问题是今后的工作方向。     

Utilization of cement kiln dust (CKD) in cement mortar and concrete—an overview

Solid waste management is one of the major environmental concerns around the world. Cement kiln dust (KKD), also known as by-pass dust, is a by-product of cement manufacturing. The environmental concerns related to Portland cement production, emission and disposal of CKD is becoming progressively significant. CKD is fine-grained, particulate material chiefly composed of oxidized, anhydrous, micron-sized particles collected from electrostatic precipitators during the high temperature production of clinker. Cement kiln dust so generated is partly reused in cement plant and landfilled. The beneficial uses of CKD are in highway uses, soil stabilization, use in cement mortar/concrete, CLSM, etc.Studies have shown that CKD could be used in making paste/mortar/concrete. This paper presents an overview of some of the research published on the use of CKD in cement paste/mortar/concrete. Effect of CKD on the cement paste/mortar/concrete properties like compressive strength, tensile strength properties (splitting tensile strength, flexural strength and toughness), durability (Freeze–thaw), hydration, setting time, sorptivity, electrical conductivity are presented. Use of CKD in making controlled low-strength materials (CLSM), asphalt concrete, as soil stabilizer, and leachate analysis are also discussed in this paper.     

Utilization of cement kiln dust (CKD) in cement mortar and concrete—an overview

Solid waste management is one of the major environmental concerns around the world. Cement kiln dust (KKD), also known as by-pass dust, is a by-product of cement manufacturing. The environmental concerns related to Portland cement production, emission and disposal of CKD is becoming progressively significant. CKD is fine-grained, particulate material chiefly composed of oxidized, anhydrous, micron-sized particles collected from electrostatic precipitators during the high temperature production of clinker. Cement kiln dust so generated is partly reused in cement plant and landfilled. The beneficial uses of CKD are in highway uses, soil stabilization, use in cement mortar/concrete, CLSM, etc.Studies have shown that CKD could be used in making paste/mortar/concrete. This paper presents an overview of some of the research published on the use of CKD in cement paste/mortar/concrete. Effect of CKD on the cement paste/mortar/concrete properties like compressive strength, tensile strength properties (splitting tensile strength, flexural strength and toughness), durability (Freeze–thaw), hydration, setting time, sorptivity, electrical conductivity are presented. Use of CKD in making controlled low-strength materials (CLSM), asphalt concrete, as soil stabilizer, and leachate analysis are also discussed in this paper.     

永荣矿区煤矸石的多途径综合利用

本文叙述了永荣矿务局开发利用煤矸石及其二次废渣的多项途径和方法，利用煤矸石生产矸石砖，发电，利用发电炉渣生产水泥和蒸养砖，改良土壤等，同时，提出一些探讨性意见。     

Effect of electric arc furnace dust (EAFD) on properties of asphalt cement mixture

Electric arc furnace dust (EAFD) is one of the by-products of steelmaking industry which has been classified as hazardous due to containing some heavy metals such as Zinc, Cobalt, Copper, Lead or Cadmium. This research aims at solving the problem of this hazardous waste by solidification/stabilization through mixing it with asphalt cement to be used for road construction. EAFD was used as an additive to the asphalt concrete mixtures with five percentages (0%, 5%, 10%, 15% and 20%) by volume of binder. Penetration, ductility, specific gravity, softening point, flash point, fire point and rotational viscosity were analyzed. It was found that while the penetration and ductility were decreasing with the increase of EAFD concentration in the binder, specific gravity, softening point, flash point, fire point and rotational viscosity were increasing. Finally it has been concluded that the results are promising for dual achievement (1) to solve an environmental problem and (2) to use the EAFD for road construction.     

Removing color and chlorinated organics from pulp mill bleach plant effluents by use of flyash

Color and chemical oxygen demand (COD) in bleach plant effluents are of concern. Acidified flyash can effectively remove both color and COD from caustic bleach plant effluents. Equally effective, but quicker and easier, is to acidify the effluent to approximately pH 1 and use untreated flyash. Based on maximum color removal, the required contact time is short, about 10 min, and the optimum ash dosage is that amount which raises the pH of the final effluent to about 5. Sufficient color removal is obtained to easily meet Maine's color regulations. Preliminary tests on samples of deionized water spiked with two arochlors of PCB showed high removal efficiency.The major cost of implementing and operating the cleanup procedure will be the cost of the required acid. This might be minimized by using some of the acidic (chlorine) effluent to lower the pH of the caustic effluent. This will, however, lead to less color reduction, and an unknown effect on the COD.