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1.
A large quantity of by-product lime wastes with high water content produced from chemicals manufacturing processes has been stacked in an open area in Incheon, Korea. Highly alkaline leachate and fine dust emanating from the stacked lime wastes caused an environmental concern in the city. So evaporative drying and stabilization of the fine-grained wastes and use of the on site marine clay as a natural geomembrane liner using drying hardening were considered as a part of a landfill construction plan. Treatment of the lime wastes and marine clay was focused on maximizing the evaporative drying and the density. Evaporation experiments were conducted in field condition to understand evaporation characteristics and to evaluate actual evaporation rate of the lime wastes and marine clay. Local Class A pan evaporation data from a nearby weather station for last 30 years indicated that mean annual and monthly evaporations were 1,178.5 and 98.2 mm, respectively. Relative evaporations of the sludge lime, cake lime, and marine clay compared with the pan evaporation were 114.9, 61.9, and 119.0%, respectively. Estimates of annual evaporations from storage surfaces in the field based on the relative evaporation data were 1,353.6, 729.1, and 1,402.2 mm for the sludge lime, cake lime, and the marine clay, respectively. And annual net evaporations considering rainfall effect were estimated as between 879.9 and 1,082.9 mm for the lime sludge, between 473.9 and 583.3 mm for the lime cake, and between 981.5 and 1,191.9 mm for the marine clay. It was expected that the actual field evaporation rate would be varied with the moisture contents of the lime and the clay. Results of these experiments will provide useful implications for the drying behavior of the by-product lime and the marine clay and landfill or management plan of the storages. 相似文献
2.
Lime treatment of loess in foundation engineering modifies the soil structure, leading to changes in mechanical and hydraulic properties of soil, which in turn will affect the flow of water and transport of contaminants in the loess. In light of this, it is essential to identify the dominant effects of different lime treatments on hydraulic conductivity, and to ascertain the optimum lime treatment. For this purpose, we investigated the effects of dry density and lime content on changes in hydraulic conductivity and microstructure of loess in Yan’an City, China. The results indicate that hydraulic conductivity has a log negative correlation with dry density, and lime addition can result in a decrease of hydraulic conductivity of loess at the same dry density. Under a given degree of compaction, however, lime addition can lead to a decrease in dry density due to an increase in flocculation and aggregations. The significant decrease of dry density leads to an increase in hydraulic conductivity when lime content (in mass percentage) is lower than 3%. Nevertheless, when lime content is higher than 3%, the reactions between loess particles and lime will be intensified with an increase in lime content, and become the primary factors affecting pore characteristics. These reactions can further decrease the hydraulic conductivity of lime-treated loess, and the lowest hydraulic conductivity was obtained for lime-treated loess with 9% lime content. The excess lime (above 9% lime content) dramatically increased pore size, leading to a significant increase in hydraulic conductivity. Therefore, 9% is the optimum lime content for loess treatment, and the degree of compaction in engineering should be higher than 95%. In addition, statistical analysis of microstructure of lime-treated loess shows that the distribution trends of macro- and meso-pores coincided with that of saturated hydraulic conductivity, which indicates that lime content affects saturated hydraulic conductivity of lime-treated loess by changing the soil structure, especially the properties of pores larger than 8 µm. 相似文献
3.
Greeshma Nizy Eujine Sreedharan Chandrakaran Natesan Sankar 《Arabian Journal of Geosciences》2017,10(20):454
Atterberg Limit Tests, unconfined compressive strength tests, and California Bearing Ratio Tests were conducted on the two minerals—kaolinite and bentonite—after subjecting them to stabilization with lime, enzyme, and enzymatic lime. The purpose of the study was to evaluate the effectiveness of enzymatic lime as a stabilizer over lime and enzyme. Results establish that enzymatic lime stabilization is the better stabilizer in terms of strength development. The unconfined compressive strength and California Bearing Ratio values of enzymatic lime stabilized samples have increased up to 5 and 30 times in the case of kaolinite mineral, but to only less than 1.5 times in the case of bentonite mineral. The study thus indicates that enzymatic lime stabilization is predominantly effective for clays containing kaolinite minerals. 相似文献
4.
石灰土作为路基填料代替宕渣是一种较为经济的方案,但灰土初始强度低、硬化速率慢、碳化时间长,不利于快速施工,需要进行改良研究。利用偏高岭土与石灰发生火山灰反应的原理改良灰土,通过单轴压缩试验和三轴压缩试验,分析改良灰土冻融循环条件下力学参数变化规律,利用图像处理技术提取改良灰土图像表面孔隙,建立孔隙率与强度的关系,并通过研究龄期、石灰含量和含水率变化规律,分析偏高岭土改良灰土的机制。结果表明：偏高岭土能够有效提高灰土材料反应速率,改善灰土力学特性;偏高岭土在一定程度上能够恢复冻融循环导致的灰土力学性能损失,降低冰晶体产生的孔隙;灰土强度达到最优后,其强度随着石灰的增加而降低,而经偏高岭土改良后其强度将继续增加;火山灰反应比灰土碳化过程消耗更多的水分,有效提高了灰土的抗冻性能。 相似文献
5.
Effect of the combination of lime and natural pozzolana on the compaction and strength of soft clayey soils: a preliminary study 总被引：1，自引：0，他引：1
Soft soil stabilization has been practised for quite some time by mixing additives, such as cement, lime and fly ash to the soil to increase its strength. However, there is a lack of investigations on the use of natural pozzolana alone or combined with lime for ground improvement applications. An experimental programme was undertaken to study the effect of using lime, natural pozzolana or a combination of both on the geotechnical characteristics of soft soils. Lime or natural pozzolana was added to soft soils at ranges of 0?C10% and 0?C20%, respectively. In addition, combinations of lime?Cnatural pozzolana were added to soft soils at the same ranges. Test specimens were subjected to compaction tests, shear tests and unconfined compression tests. Specimens were cured for 1, 7, 28 and 90?days, after which they were tested for unconfined compression tests. Based on the favourable results obtained, it can be concluded that the soft soils can be successfully stabilized by the combined action of lime and natural pozzolana. Since natural pozzolana is much cheaper than lime, the addition of natural pozzolana in lime?Csoil mix may particularly become attractive and can result in cost reduction of construction. 相似文献
6.
Panagiotis Karkanas 《Geoarchaeology》2007,22(7):775-796
Most prehistoric plasters and mortars consist of very small amounts of burnt lime mixed with anthropogenic debris, soil, and sediment. To solve the problem of identification of such small amounts of lime in impure lime plasters, a series of experimental plasters were prepared and studied with petrographic methods. Samples of living floors from five prehistoric sites in Greece were also reanalyzed under the light of the experimental findings and compared with natural calcareous sediment. The most promising features for identifying lime are transitional textures of partially carbonized slaked lime that can be observed in the lime lumps and the binding matrix. They are usually in the form of ill‐crystallized portlandite and calcite mixtures or cryptocrystalline calcite. Well‐reacted calcitic groundmass, shrinkage fractures, and occasionally colloidal forms are also additional indications. The present experimental study shows that lime could be easily produced by heating porous, soft calcareous materials. This would probably account for the very frequent use (in small quantities) of lime in Greek prehistory. Plaster and mortars were made by mixing damp anthopogenic dirt as aggregate and fragments of quicklime, a technique known as “hot mixing.” © 2007 Wiley Periodicals, Inc. 相似文献
7.
Effect of polypropylene fibre and lime admixture on engineering properties of clayey soil 总被引：2，自引：0，他引：2
In order to reduce the brittleness of soil stabilized by lime only, a recent study of a newly proposed mixture of polypropylene fibre and lime for ground improvement is described and reported in the paper. To investigate and understand the influence of the mixture of polypropylene fibre and lime on the engineering properties of a clayey soil, nine groups of treated soil specimens were prepared and tested at three different percentages of fibre content (i.e. 0.05%, 0.15%, 0.25% by weight of the parent soil) and three different percentages of lime (i.e. 2%, 5%, 8% by weight of the parent soil). These treated specimens were subjected to unconfined compression, direct shear, swelling and shrinkage tests. Through scanning electron microscopy (SEM) analysis of the specimens after shearing, the improving mechanisms of polypropylene fibre and lime in the soil were discussed and the observed test results were explained. It was found that fibre content, lime content and curing duration had significant influence on the engineering properties of the fibre–lime treated soil. An increase in lime content resulted in an initial increase followed by a slight decrease in unconfined compressive strength, cohesion and angle of internal friction of the clayey soil. On the other hand, an increase in lime content led to a reduction of swelling and shrinkage potential. However, an increase in fibre content caused an increase in strength and shrinkage potential but brought on the reduction of swelling potential. An increase in curing duration improved the unconfined compressive strength and shear strength parameters of the stabilized soil significantly. Based on the SEM analysis, it was found that the presence of fibre contributed to physical interaction between fibre and soil whereas the use of lime produced chemical reaction between lime and soil and changed soil fabric significantly. 相似文献
8.
石灰稳定土工程翻修改造后会产生大量的石灰土弃渣,为避免污染环境和节约工程投资,需重新利用破碎的石灰土进行填筑。但石灰土破碎后强度急剧降低,需要添加胶凝材料提升其力学性能。以重塑石灰土为研究对象,通过添加5%石灰或水泥进行再改良,对比分析两种再改良土的强度和压缩性等力学指标,结果表明,石灰再改良土的力学特性优于水泥再改良土。借助粒度分析、电镜扫描、X衍射和热重分析试验手段揭示了石灰再改良土性能优越的内在机制,发现石灰再改良土中的石灰和石灰土团粒能形成很好的胶结;但水泥未能和石灰土团粒形成有效胶结,自身形成了边-面和边-边接触的片状多孔架构。重塑石灰土残存的氢氧化钙是引起水泥再改良土性能劣于石灰再改良土的主要诱因。 相似文献
9.
为探究石灰掺量对黄土强度的影响规律及其微观机制,采用不同比例的生石灰对黄土进行改良。开展了直剪试验、压汞试验及扫描电镜测试,定性和定量分析素黄土及不同石灰掺量改良黄土的强度特性和微观结构变化规律,并对石灰改良黄土的微观机理进行较为深入的分析。结果表明:石灰改良黄土的抗剪强度参数随着石灰掺量的增大出现先增大再减小的变化规律,在石灰掺量约为8%时,其黏聚力和内摩擦角达到最大值;石灰的掺入使黄土骨架颗粒之间及其表面附着的胶结物逐渐增多,孔隙被胶结物质填充,土体中的不稳定孔隙逐渐减少,整体性增强;但当石灰掺量过大时,多余的石灰会堆积于团粒之间,影响团粒之间的胶结。石灰改良黄土强度提高的原因是石灰水化反应生成的胶结物质增强了土颗粒之间的胶结程度,增大颗粒间的相互摩擦,使土体结构更加稳定,提高土体强度;石灰掺量过高时,改良黄土抗剪强度降低是因为过量的石灰影响了土颗粒之间的胶结作用。研究成果既是对黄土强度特性及微观结构理论研究的丰富与充实,又可以为改良黄土工程设计的相关参数选取提供参考依据。 相似文献
10.
石灰土在公路等工程中应用很广泛,随着公路改扩建等工程的迅速增多,面临如何处理与利用废弃石灰土的难题。通过对比分析素土、石灰土、重塑石灰土的压缩、强度等力学指标,探讨重塑石灰土的力学特征。结果表明,重塑石灰土压缩系数与石灰土相比提高了2～3倍,无侧限抗压强度损失了30%～40%,内摩擦角增大了1.2倍,黏聚力降低了40%。提出用劣化系数评价重塑石灰土的力学特性劣化程度,并从石灰处治红黏土的团粒化、碳化、灰结机制等角度分析了重塑石灰土性能劣化的本质原因。与素土相比,石灰土的黏粒（d <0.002 mm）含量减少而粗粒（d >0.074 mm）含量增加,从而提高了石灰土的内摩擦角。但重塑过程则破化了石灰土中的胶结结构致使重塑石灰土的黏聚力降低,从而影响重塑石灰土的其他力学性能指标。 相似文献
11.
《矿物学报》2013,(Z1)
Heap leaching is a promising, less costly, alternative technology for processing low grade gold ores compared with traditional, energy intensive processes (e.g. autoclave/tank leaching). This research investigated the effectiveness of lime for enhancing gold leaching rates of gold ores from ajialongwa gold mine in china. Column and heaping experiments were performed using cyanide leaching solutions at pH=10, with and without lime (CaO). The presence of lime greatly increased gold leaching rates. Column leaching experiments showed without the addition of lime, there was 35.2% of gold leached. The addition of lime resulted in the release of 50.56% gold. Lime assisted cyanide of refractory gold was proved by heap leaching experiments. 相似文献
12.
Different sources of lime for the production of precipitated calcium carbonate were studied. The reactivity of lime, its optical properties and those of the final products are reported and discussed, and a comparison made between lime from different sources. The influence of the temperature of hydration water on the optical properties and particle sizes after hydration and precipitation was also studied. It was found that coarser granulations of lime have better optical properties than finer granulations. The hydration temperature does not have an appreciable impact on the optical properties, but influences the intermediate, i.e. the calcium hydroxide particle sizes and subsequently the particle sizes of the precipitated calcium carbonate. Furthermore, the maximum temperatures of lime hydration from different European sources do not vary significantly, but they differ in the kinetics of the hydration process. 相似文献
13.
温郁金的石灰土栽培及其营养元素动态变化初步研究 总被引：1，自引：1，他引：0
为探索原产浙江温州地区的药用植物温郁金是否能在石灰土上生长,通过盆栽试验对比研究了温郁金在石灰土和红壤上生长及其生长过程中N、P、K、Ca、Mg、Fe 6种元素含量的动态变化。结果表明: 温郁金不但可以在石灰土上生长,而且其药用部位(莪术之一)的产量、莪术油的含量及莪术油中主要药用组分β -榄香稀等的含量都较大;石灰土上生长的温郁金在生长前期较快地表现出老叶明显发黄的缺肥症状,而红壤植株在追加N、P、K 3种大量元素后功能叶子呈现黄白色,且夹带有褐色斑点的缺肥症状;石灰土中Fe元素有效态含量比红壤低一个数量级,但在石灰土上种植的温郁金植株其Fe元素含量并不比红壤上的低。由此认为: ( 1)温郁金基本可以在石灰土上引种栽培;石灰土种植温郁金对施加化肥诱发的土壤元素缺乏具有较强的抵抗性; ( 2)温郁金元素的吸收受地质背景制约。 相似文献
14.
本文主要研究ＹＦ优质石灰石基本性能及其活性石灰的煅烧条件和方钙石的显微结构。结果表明煅烧温度和保温时间是影响活性石灰工艺性能及方钙石显微结构的决定性因素。 相似文献
15.
Aslı Boz Alper Sezer Tuba Özdemir Gül Ece Hızal Özlem Azdeniz Dolmacı 《Arabian Journal of Geosciences》2018,11(6):122
In this paper, a comparative experimental study was carried out to evaluate the effect of inclusion of different fiber types on strength of lime-stabilized clay. In this scope, a series of unconfined compressive strength tests were carried out on specimens including basalt and polypropylene fiber compacted under Standard Proctor effort (i.e., 35% by weight of soil). The effects of curing period (1, 7, 28, and 90 days), fiber type (basalt and polypropylene), fiber content (0, 0.25, 0.5, 0.75, 1%), fiber length (6, 12, and 19 mm), and lime content (0 and 9%) on strength properties were investigated. The results revealed that both basalt and polypropylene fibers increased the strength without inclusion of lime. For specimens including lime, strength of polypropylene fiber-reinforced specimens was remarkably higher than that reinforced with basalt fiber for lime-stabilized clay. However, greatest strength improvement was obtained by use of 0.75% basalt fiber of 19 mm length with 9% lime content after 90-day curing. Additionally, results of strength tests on specimens including 3 and 6% lime and 12-mm basalt fiber after 1, 7, 28, and 90-day curing were presented. It is evident that the use of 6-mm basalt fiber and 12-mm polypropylene fiber were the best options; however, efficiency of fiber inclusion is subject to change by varying lime contents. It was also observed that the secant modulus was increased by use of lime; however, strength of the correlations among secant modulus and unconfined compressive strength values was decreased by increasing amount of lime for specimens including both basalt and polypropylene fibers. 相似文献
16.
The present study investigates the use of natural pozzolana combined with lime for ground improvement applications. Laboratory
tests were undertaken to study the effect of natural pozzolana, lime or a combination of both on the physical and the mechanical
characteristics of cohesive soils. Natural pozzolana, lime and natural pozzolana-lime were added to two cohesive soils at
ranges of 0–20 and 0–8%, respectively. Consistency, compaction, undrained traxial shear and unconfined compressive strength
tests were performed on untreated and treated soil samples to assess the physical and mechanical characteristics of the soil.
Treated samples were cured for 1, 7, 28 and 90 days. The results show that the cohesive soils can be successfully stabilized
by combining natural pozzolana and lime. 相似文献
17.
工业废渣加固土强度特性 总被引：3，自引：0，他引：3
工业废渣的资源化是解决工业废渣环境污染的有效途径之一。以粉煤灰和高炉矿渣为固化剂,石灰为碱性激发剂,对黏土进行加固。通过室内试验的方法,分析固化剂掺入量、养护龄期等对固化土无侧限抗压强度、pH值和饱和度等发展规律的影响。试验结果表明,固化土的无侧限抗压强度随固化剂掺入量的增加而增大,随养护龄期的增加而增大,提出一个综合反映固化剂掺入量、养护龄期和压实度等因素对固化土强度影响规律的综合影响因子,固化土强度与综合影响因子呈负指数函数关系;粉煤灰+石灰和高炉矿渣+石灰可有效改良土体无侧限抗压强度特性;石灰是一种有效的碱性激发剂,可提供工业废渣发生火山灰反应的高碱性环境。试验成果为工业废渣改良不良土质的设计提供试验依据。 相似文献
18.
Zhen Liang Xianjia Peng Jun Wang Zhaokun Luan Zhimei Liu Yunxia Wang 《Environmental Earth Sciences》2011,63(2):221-228
Sewage sludge contains large amount of water-soluble phosphorus, which is prone to runoff loss when sewage sludge is land
applied. Phosphorus export from sewage sludge is an important cause for water eutrophication. Immobilization of phosphorus
before sewage sludge land application seems necessary. In this study, three amendments including red mud (RM), lime and mixture
of RM and lime were employed to immobilize phosphorus in fresh sewage sludge. It was found that phosphorus was effectively
controlled by RM, lime and mixture of RM and lime. Sequential chemical extraction results indicate that the RM amendment transformed
H2O-P in the sewage sludge into the NaOH-P, while the lime amendment transformed H2O-P in the sewage sludge into the HCl-P. Such transformations in phosphorus fractions would have little influence on phosphorus
availability but would retard and reduce potential phosphorus loss following sewage sludge was land applied. 相似文献
19.
20.
石灰土盐基离子迁移对模拟酸雨的响应 总被引：1，自引：0，他引：1
为揭示酸雨条件下石灰土盐基离子迁移特征及其缓冲性能,对石灰土进行了室内模拟酸雨淋溶试验,探讨酸雨酸度、土层厚度、土表覆被对石灰土酸化/石灰土抗酸性以及盐基离子迁移的影响。结果表明:（1）在pH=3.5、4.5、5.5的酸雨淋溶下,石灰土盐基离子迁移量差异不显著,对酸雨具有极强的缓冲能力。期间,Ca2+与Mg2+释放呈显著线性相关。（2）土壤厚度对石灰土抗酸性有极显著影响,土壤越厚,对酸雨的抗性越大,反之越小。（3）土厚比1∶2.5∶5的石灰土盐基离子淋失状况为K+淋失量1∶1.43∶2.06,Ca2+淋失量为1∶1.63∶3.13,Mg2+淋失量为1∶1.64∶3.15,表明土厚的增加能大大降低酸雨对盐基的淋溶。（4）石灰土土表覆盖不同,其盐基离子迁移淋溶量差异明显,但并不对土壤酸化效应产生显著影响。 相似文献