用伽玛—伽玛测井的低能组分测定煤灰分的可能     

《煤田地质与勘探》1999,27(2):31

伽玛—伽玛测井中的散射伽玛射线低能部分的强度和地层的原子序数有关,因而能用来对煤层的灰分值作原位测量。对8个矿区164个煤样的计算表明,这种用煤层等效原子序数来确定灰分值的方法对煤的变质程度、水分含量变化不敏感,但对灰的元素组成变化,尤其是Fe  相似文献   

粉煤灰土壤及所产蔬菜的有害元素含量变化和环境意义   总被引：1，自引：0，他引：1  

谭衢霖  翟建平  周维科  钱琴 《高校地质学报》1999,(3)

利用南京第二热电厂湿排的粉煤灰,进行了改良蔬菜土壤的试验,并对试验用的粉煤灰、不同施灰量的土壤及所产蔬菜共３８ 个样品的有害元素和放射性元素含量进行了系统的测定。结果表明：这些元素在土壤中的含量与粉煤灰施用量无明显相关性;在本次试验范围内施用粉煤灰没有造成土壤的污染;其所产蔬菜的这些元素含量也均低于国家卫生标准限值,食用是安全的。  相似文献   

某电厂灰场北侧东邵庄地质灾害产生原因及治理设想     

陈海坡  张灵荣 《水文地质工程地质》1999,26(1):40-43

本文从某电厂灰场北侧东邵庄村地质灾害现象入手,对灰场－东邵庄村的原生环境水文地质条件和次生环境水文地质条件进行了研究。通过对比该区十多年地下水补,迳,排情况,目前地下水水质与灰场灰水关系,明确了灰场水体阻滞区域地下水迳流是东邵庄村地质环境恶化的主要原因。笔者在总结前人治理灾害经验的基础上,提出了一些进一步的治理设想。  相似文献   

粉煤灰污染影响萼花臂尾轮虫(Brachionus calyciflorus)种复合体空间分布的原因     

薛颖昊  席贻龙  张根 《湖泊科学》2012,24(1):137-141

为探讨粉煤灰污染影响萼花臂尾轮虫(Brachionus calyciflorus)种复合体在灰湖、汀棠湖和凤鸣湖分布的生态学机制,本文研究了曝气自来水(对照)、20％、40％、60％、80％和100％的澄清灰湖水对采自三湖泊中的轮虫姐妹种Ⅰ和汀棠湖中的轮虫姐妹种Ⅱ的种群增长率、混交雌体数/非混交雌体数、携卵雌体数/不携卵雌体数和休眠卵产量的影响.结果显示,无论实验用水中的澄清灰湖水含量如何,来自三湖泊的轮虫姐妹种Ⅰ均具有较高的种群增长率(0.52～0.85 d-1)和休眠卵产量(1.60～12.11ind./(4d·5ml)),这为轮虫的扩散、种群的建立和种群间的基因交流提供了可能.汀棠湖轮虫姐妹种Ⅱ种群中的混交雌体数/非混交雌体数和休眠卵产量均极低,对照组中的混交雌体数/非混交雌体数和休眠卵产量均为0,这是存在于汀棠湖和凤鸣湖中的轮虫姐妹种Ⅱ无法通过扩散而出现在灰湖中的主要原因.澄清灰湖水的含量仅对汀棠湖中两轮虫姐妹种的种群增长率具有显著的影响.各浓度的澄清灰湖水使轮虫姐妹种Ⅰ的种群增长率显著高于对照组,60％、80％和100％的澄清灰湖水使轮虫姐妹种Ⅱ的种群增长率显著高于对照组,这表明粉煤灰污染导致已报道的相关水体中轮虫种群密度的下降并非由于其中所含的污染物(较高浓度的碱性氧化物、硫化物和金属元素等)和水体pH值的改变等对轮虫的直接毒性作用.  相似文献   

稻壳灰加筋土力学性能研究     

李丽华  余肖婷  肖衡林  马强  刘一鸣  杨星 《岩土力学》2020,41(7):2168-2178

稻壳灰与土体混合应用,一方面废弃资源再利用,环保,又可增强土体强度。通过三轴试验,研究不同比例稻壳灰混合黏土及其加筋土应力?应变性能、强度特性以及不同应变水平下模量、偏应力及加筋强度比等土体变化特征。试验结果表明,随稻壳灰比例增加,混合土最大干密度显著减小,最优含水率显著增加。添加不同比例稻壳灰对加筋土抗剪强度有较大影响,10%～15%稻壳灰比例下,加筋稻壳灰混合土初始切线模量和应力峰值达到最大,抗剪强度较优。与土工织物加筋稻壳灰混合土相比,土工格栅加筋稻壳灰混合土偏应力及抗剪强度更大,土工格栅层数对土体抗剪强度增大效果更明显,对应的应力?应变曲线拐点也更突出。试样弹性模量与稻壳灰比例及筋材种类、层数有关,加入稻壳灰后,土体弹性模量增长显著,土工格栅加筋稻壳灰混合土较优比例下可增加1.5倍多,稻壳灰及筋材均能有效提高土体强度。随加筋层数增加,稻壳灰混合土加筋强度比明显增大,与围压关系较小。  相似文献   

火电厂粉煤灰的矿物磁性及其环境意义   总被引：11，自引：0，他引：11  

单红丹  卢升高 《矿物学报》2005,25(2):141-146

火电厂排放的粉煤灰是重要的大气颗粒污染物之一,利用粉煤灰的磁性监测环境污染是新近发展的新手段。应用矿物磁测技术和X射线衍射对浙江省主要电厂排放的粉煤灰的矿物磁性特征和磁性矿物学,以及与重金属元素的关系进行了研究,结果表明粉煤灰具有较高的磁化率（X）、软剩磁（IRM20mT）和饱和等温剩磁（SIRM）值,粉煤灰频率磁化率（Xfd）的平均值为2．5％,磁性矿物以多畴（MD）颗粒存在,粉煤灰的剩磁矫顽力（BCR）在42～53mT之间。矿物测试结合X射线衍射分析表明粉煤灰中的氧化铁矿物以FeO4和Fe2O3-α为主,粉煤灰的磁化率与Fe、Mn、Pb、Zn、Cu、CA含量呈显著线性正相关,相关系数（r）分别是0．924,0．866,0．725,0．756,0．945和0．867,磁化率可作为粉煤灰中重金属元素含量的代用指标。  相似文献   

Swelling behaviour of expansive soil treated with fly ash–GGBS based binder     

Anil Kumar Sharma  P. V. Sivapullaiah 《Geomechanics and Geoengineering》2017,12(3):191-200

In this article, the potential of a binder developed by admixing fly ash and ground granulated blast furnace slag (GGBS) to stabilise expansive soils is evaluated. Laboratory tests included determination of free swell index, swell potential and swelling pressure tests of the soil/binder mixtures at different mixing ratio. The test results showed decrease in the swelling behaviour of the soil with increase in binder content. The percent swell–time relationship was observed to fit the hyperbolic curves enabling us to predict the ultimate percent swell from few initial test results. Addition of 1% of lime to the binder showed further improvement in reducing swelling. A good linear relationship is established between percent oedometer swell and modified free swell index (MFSI) for soil/binder mixtures without lime but the same has not been observed in the presence of lime. The compressibility characteristics of the soil/binder mixtures reduced nominally with increase in binder content but in the presence of lime, the compressibility reduced significantly. Binder used in this study has been found to be effective and economic to stabilise expansive soils with lesser amount of chemical additives such as lime.  相似文献   

Use of fly ash with no water consumption for cold regions transportation infrastructure     

Gokhan Baykal 《寒旱区科学》2015,7(5):619-625

The construction period in cold regions is very short due to problems related to excavation and use of frozen soils in embankment construction, which leads to excessive deformations upon thawing. Also, handling of compaction water is critical due to freezing temperatures. Coalburning thermal power plants are very common in cold regions to supply electricity. The inorganic part of the pulverized coal after burning produces fly ash, which is available in large volumes. Due to excavation difficulties and the poor engineering behavior of frozen soils in cold regions, the utilization of fly ash when it is readily available must be promoted. Any construction technique which utilizes alternative materials like fly ash and minimizes water consumption has a potential to extend the short construction season and even allow service and maintenance during extreme weather conditions. This paper presents two potential techniques to solve the moisture affinity of silt-sized materials like fly ash. One technique involves in-plant production of fly ash pellets using cold-bonding pelletization to manufacture aggregates of up to 40,000-μm diameter from 15- to 60-μm-diameter fly ash grains. Large disc pelletizers have annual production capacities of up to one million ton at a reasonable cost. The product has adequate strength for embankment construction even when no water is used and no compaction is applied. The second technique is an in situ mixing technique which uses snow instead of compaction water for fly ash. The snow is the main element in this technique to compact the embankment. Water is needed for the hydration reactions to form cementitious minerals in fly ash. The slower the hydration reaction, the greater the crystal growth of cementitious minerals. In the proposed technique, in situ snow is mixed with fly ash and is compacted on-site. The temperature increase due to the hydration reaction of fly ash upon contact with snow crystals provides water for continued long-term hydration, which results in high strength, a high void ratio, light weight, and high thermal insulation capability. The presented techniques have the potential to extend the short construction season in cold regions and will provide fill material, decreasing the need for excavation. Both techniques are well documented under laboratory conditions, the research results have been published, and the techniques are ready for field trials to assess implementability.  相似文献   

粉煤灰增强回填碱渣工程特性的试验研究     

冀国栋  杨春和  刘伟  左江江  雷光伟 《岩土力学》2015,36(8):2169-2176

碱渣与饱和卤水混合制成浆体回填到盐矿废弃盐腔可同时解决碱渣处理问题和地下废弃盐腔存在的地质隐患。回填碱渣强度是影响充填效果的重要因素。因此,为了提高回填碱渣强度,采用掺入粉煤灰制成复合碱渣对其强度特性进行改良。针对不同粉煤灰掺合比的碱渣开展了组成、力学和细观试验。研究结果表明：（1）掺入粉煤灰能明显改善碱渣的强度,使其黏聚力、内摩擦角都大幅提高,抗剪强度大幅增加;（2）粉煤灰掺合比越大,增强效果越明显,但强度并非随掺合比呈线性变化,对黏聚力而言,在0～20%内的掺合比下增加速度最快,而对内摩擦角则在20%～30%的掺合比区间增加最快,对抗剪强度而言,0～20%的掺合比内增加最明显;（3）粉煤灰掺入还可显著改善碱渣的压缩固结特性,使其固结系数大幅提高,从而提高碱渣固结速度,缩短充填工期,其中在0～10%的掺合比内对压缩固结特性改善最显著;（4）矿物组成分析表明,粉煤灰掺入改变了矿物组成,使得亲水性矿物含量急剧锐减,进而改变了其沉积特性。而细观分析则表明,粉煤灰掺入使碱渣从絮凝团细观结构变成了粉煤灰充当骨架的充填结构,且粒间支撑和拉联效应明显。从增强效果提高、压缩固结特性增强、控制成本和工期综合分析表明,最优掺合比为20%左右,建议工程中以不高于20%的掺合比作为实用掺合比即可取得较为理想的充填增强效果。该研究为揭示碱渣增强机制及废弃盐腔碱渣充填工艺优化提供了有益参考。  相似文献   

四川万州中侏罗统上沙溪庙组粘土岩中火山灰的岩矿和地球化学证据   总被引：2，自引：0，他引：2  

张超  马昌前  佘振兵  殷坤龙 《高校地质学报》2005,11(3):415-424

四川盆地东北缘万州地区中侏罗世上沙溪庙组产出稳定层状浅色粘土岩。利用X射线、X荧光光谱、等离子光谱（ICP）等方法对矿物成分、常量、微量和稀土元素进行了测试分析,粘土岩主要矿物为蒙脱石、伊利石和绿泥石。通过与澳大利亚后太古代平均页岩（PAAS）、北美平均页岩（NASC）、地壳粘土岩背景值以及其它具有代表性岩石的对比发现,本区粘土岩微量元素具有明显的低V,低Ti和低铁族元素的特点,高Al2O3／TiO2比值和低Ti／Th比值特征显著,某些层位具有明显的Eu负异常。推断本区粘土岩沉积物源具有火山灰和陆源碎屑的二元混合成因,各层位成分的差异显示了不同沉积时间内二者的混合比例发生变化。区域对比和地球化学资料显示火山灰可能来自于西部600km远的特提斯洋岛弧火山。  相似文献