International Journal of Mining and Geo-Engineering最新文献

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Identification of Ti- anomaly in stream sediment geochemistry using of stepwise factor analysis and multifractal model in Delijan district, Iran 利用逐步因子分析和多重分形模型识别伊朗德利扬地区水系沉积物地球化学中Ti异常
International Journal of Mining and Geo-Engineering Pub Date : 2016-06-01 DOI: 10.22059/IJMGE.2016.57858
F. Ghadimi, M. Ghomi, M. Sedigh
{"title":"Identification of Ti- anomaly in stream sediment geochemistry using of stepwise factor analysis and multifractal model in Delijan district, Iran","authors":"F. Ghadimi, M. Ghomi, M. Sedigh","doi":"10.22059/IJMGE.2016.57858","DOIUrl":"https://doi.org/10.22059/IJMGE.2016.57858","url":null,"abstract":"In this study, 115 samples taken from the stream sediments were analyzed for concentrations of As, Co, Cr, Cu, Ni, Pb, W, Zn, Au, Ba, Fe, Mn, Sr, Ti, U, V and Zr. In order to outline mineralization-derived stream sediments, various mapping techniques including fuzzy factor score, geochemical halos and fractal model were used. Based on these models, concentrations of Co, Cr, Ni, Zn, Ba, Fe, Mn, Ti, U, V and Zr showed anomaly and anomaly distributed in the andesitic volcanic rocks. In addition, an anomaly map of each element was also ascertained the most ideal results for the exploration of deposits. Anomaly element associations can be successfully used in future geochemical exploration works. According to stream sediment study, it characterized high anomaly of Ti deposits in the central and northern of the area and it confirmed by study of heavy mineral in sediments and litho-geochemical study in the andesitic unites.","PeriodicalId":36564,"journal":{"name":"International Journal of Mining and Geo-Engineering","volume":"3 1","pages":"77-95"},"PeriodicalIF":0.0,"publicationDate":"2016-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"85147720","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 7
Application of tests of goodness of fit in determining the probability density function for spacing of steel sets in tunnel support system 拟合优度试验在确定隧道支护钢组间距概率密度函数中的应用
International Journal of Mining and Geo-Engineering Pub Date : 2015-12-01 DOI: 10.22059/IJMGE.2015.56106
Farnoosh Basaligheh, A. Keyhani
{"title":"Application of tests of goodness of fit in determining the probability density function for spacing of steel sets in tunnel support system","authors":"Farnoosh Basaligheh, A. Keyhani","doi":"10.22059/IJMGE.2015.56106","DOIUrl":"https://doi.org/10.22059/IJMGE.2015.56106","url":null,"abstract":"One of the conventional methods for temporary support of tunnels is to use steel sets with shotcrete. The nature of a temporary support system demands a quick installation of its structures. As a result, the spacing between steel sets is not a fixed amount and it can be considered as a random variable. Hence, in the reliability analysis of these types of structures, the selection of an appropriate probability distribution function of spacing of steel sets is essential. In the present paper, the distances between steel sets are collected from an under-construction tunnel and the collected data is used to suggest a proper Probability Distribution Function (PDF) for the spacing of steel sets. The tunnel has two different excavation sections. In this regard, different distribution functions were investigated and three common tests of goodness of fit were used for evaluation of each function for each excavation section. Results from all three methods indicate that the Wakeby distribution function can be suggested as the proper PDF for spacing between the steel sets. It is also noted that, although the probability distribution function for two different tunnel sections is the same, the parameters of PDF for the individual sections are different from each other.","PeriodicalId":36564,"journal":{"name":"International Journal of Mining and Geo-Engineering","volume":"35 1","pages":"187-203"},"PeriodicalIF":0.0,"publicationDate":"2015-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"79177297","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 1
Internal erosion under spillway rested on an embankment dam 溢洪道内部侵蚀作用于堤防坝体上
International Journal of Mining and Geo-Engineering Pub Date : 2015-12-01 DOI: 10.22059/IJMGE.2015.56112
M. Sedghi-Asl, M. Parvizi, Mohsen Armin, R. Flores-berrones
{"title":"Internal erosion under spillway rested on an embankment dam","authors":"M. Sedghi-Asl, M. Parvizi, Mohsen Armin, R. Flores-berrones","doi":"10.22059/IJMGE.2015.56112","DOIUrl":"https://doi.org/10.22059/IJMGE.2015.56112","url":null,"abstract":"In this paper we investigate the mechanism of internal erosion caused in the right abutment of the Shahghasem dam’s spillway. Shahghasem dam is an earthen dam located in Yasouj, in southwest of Iran. A significant hole and pipe have been observed in the corner of the right abutment from upstream view. The foundation is Marlstone, which has low cohesion and susceptible for internal erosion and piping in some conditions. Going through details of the design maps has shown that Lane’s criteria for selecting safe dimensions of the seepage control measures have not been considered properly. A series of the supportive walls are designed to attach to the right part of the spillway in order to increase the length of seepage. The pipe route of the erosion should also be grouted with high quality concrete.","PeriodicalId":36564,"journal":{"name":"International Journal of Mining and Geo-Engineering","volume":"6 1","pages":"269-279"},"PeriodicalIF":0.0,"publicationDate":"2015-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"85244082","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 8
High performance of the support vector machine in classifying hyperspectral data using a limited dataset 支持向量机在有限数据集高光谱数据分类中的高性能研究
International Journal of Mining and Geo-Engineering Pub Date : 2015-12-01 DOI: 10.22059/IJMGE.2015.56111
Amir Salimi, M. Ziaii, M. H. Zadeh, A. Amiri, S. Karimpouli
{"title":"High performance of the support vector machine in classifying hyperspectral data using a limited dataset","authors":"Amir Salimi, M. Ziaii, M. H. Zadeh, A. Amiri, S. Karimpouli","doi":"10.22059/IJMGE.2015.56111","DOIUrl":"https://doi.org/10.22059/IJMGE.2015.56111","url":null,"abstract":"To prospect mineral deposits at regional scale, recognition and classification of hydrothermal alteration zones using remote sensing data is a popular strategy. Due to the large number of spectral bands, classification of the hyperspectral data may be negatively affected by the Hughes phenomenon. A practical way to handle the Hughes problem is preparing a lot of training samples until the size of the training set is adequate and comparable with the number of the spectral bands. In order to gather adequate ground truth instances as training samples, a time-consuming and costly ground survey operation is needed. In this situation that preparing enough field samples is not an easy task, using an appropriate classifier which can properly work with a limited training dataset is highly desirable. Among the supervised classification methods, the Support Vector Machine is known as a promising classifier that can produce acceptable results even with limited training data. Here, this capability is evaluated when the SVM is used to classify the alteration zones of Darrehzar district. For this purpose, only 12 sampled instances from the study area are utilized to classify Hyperion hyperspectral data with 165 useable spectral bands. Results demonstrate that if parameters of the SVM, namely C and σ, are accurately adjusted, the SVM can be successfully used to identify alteration zones when field data samples are not available enough.","PeriodicalId":36564,"journal":{"name":"International Journal of Mining and Geo-Engineering","volume":"16 1","pages":"253-268"},"PeriodicalIF":0.0,"publicationDate":"2015-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"85165711","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 2
Investigation on life cycle assessment of lead and zinc production 铅锌生产生命周期评价研究
International Journal of Mining and Geo-Engineering Pub Date : 2015-12-01 DOI: 10.22059/IJMGE.2015.56110
Sabereh Nazari, M. Gharabaghi
{"title":"Investigation on life cycle assessment of lead and zinc production","authors":"Sabereh Nazari, M. Gharabaghi","doi":"10.22059/IJMGE.2015.56110","DOIUrl":"https://doi.org/10.22059/IJMGE.2015.56110","url":null,"abstract":"Lead and zinc production is one of the main predisposing factors of excessive greenhouse gases emissions, air pollution and water consumption. In this paper, the environmental problems of lead and zinc production in Calcimin plant are expressed and life cycle assessment of this plant is assessed. The data regarding the amount of induced global warming and pollution, acidification, and depletion of water resources were collected and discussed. It was concluded that depletion of water resources affected the environment and this was the main issue of the lead and zinc production of this plant. According to the results, in the global warming’s impact category, the proportion of carbon dioxide is more than that of methane. The results also showed that in the acidification’s impact category, the nitrogen oxide proportion is greater compared to that of the sulfur dioxide.","PeriodicalId":36564,"journal":{"name":"International Journal of Mining and Geo-Engineering","volume":"19 1","pages":"245-252"},"PeriodicalIF":0.0,"publicationDate":"2015-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"85929519","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 4
Physical and theoretical modeling of rock slopes against block-flexure toppling failure 岩石边坡抗块曲倾倒破坏的物理和理论模拟
International Journal of Mining and Geo-Engineering Pub Date : 2015-12-01 DOI: 10.22059/IJMGE.2015.56103
M. Amini, Mohammad Golamzadeh, M. Khosravi
{"title":"Physical and theoretical modeling of rock slopes against block-flexure toppling failure","authors":"M. Amini, Mohammad Golamzadeh, M. Khosravi","doi":"10.22059/IJMGE.2015.56103","DOIUrl":"https://doi.org/10.22059/IJMGE.2015.56103","url":null,"abstract":"Block-flexure is the most common mode of toppling failure in natural and excavated rock slopes. In such failure, some rock blocks break due to tensile stresses and some overturn under their own weights and then all of them topple together. In this paper, first, a brief review of previous studies on toppling failures is presented. Then, the physical and mechanical properties of experimental modeling materials are summarized. Next, the physical modeling results of rock slopes with the potential of block-flexural toppling failures are explained and a new analytical solution is proposed for the stability analysis of such slopes. The results of this method are compared with the outcomes of the experiments. The comparative studies show that the proposed analytical approach is appropriate for the stability analysis of rock slopes against block-flexure toppling failure. Finally, a real case study is used for the practical verification of the suggested method.","PeriodicalId":36564,"journal":{"name":"International Journal of Mining and Geo-Engineering","volume":"41 1","pages":"155-171"},"PeriodicalIF":0.0,"publicationDate":"2015-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"87056802","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 20
Effects of statistical distribution of joint trace length on the stability of tunnel excavated in jointed rock mass 节理轨迹长度统计分布对节理岩体开挖隧道稳定性的影响
International Journal of Mining and Geo-Engineering Pub Date : 2015-12-01 DOI: 10.22059/IJMGE.2015.56115
K. Ghorbani, M. Zahedi, Ahmad Asaadi
{"title":"Effects of statistical distribution of joint trace length on the stability of tunnel excavated in jointed rock mass","authors":"K. Ghorbani, M. Zahedi, Ahmad Asaadi","doi":"10.22059/IJMGE.2015.56115","DOIUrl":"https://doi.org/10.22059/IJMGE.2015.56115","url":null,"abstract":"The rock masses in a construction site of underground cavern are generally not continuous, due to the presence of discontinuities, such as bedding, joints, faults, and fractures. The performance of an underground cavern is principally ruled by the mechanical behaviors of the discontinuities in the vicinity of the cavern. During underground excavation, many surrounding rock failures have close relationship with joints. The stability study on tunnel in jointed rock mass is of importance to rock engineering, especially tunneling and underground space development. In this study, using the probability density distribution functions of negative exponential, log-normal and normal, we investigated the effect of joint trace length on the stability parameters such as stress and displacement of tunnel constructed in rock mass using UDEC (Universal Distinct Element Code). It was obtained that normal distribution function of joint trace length is more critical on the stability of tunnel, and exponential distribution function has less effect on the tunnel stability compared to the two other distribution functions.","PeriodicalId":36564,"journal":{"name":"International Journal of Mining and Geo-Engineering","volume":"9 1","pages":"289-296"},"PeriodicalIF":0.0,"publicationDate":"2015-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"87667574","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 2
Stability assessment of the Farrokhi earth embankment dam using the pseudo-static and deformation based methods 基于拟静力和变形法的法罗基土石坝稳定性评价
International Journal of Mining and Geo-Engineering Pub Date : 2015-12-01 DOI: 10.22059/IJMGE.2015.56107
Hamzeh Fallah, H. Noferesti
{"title":"Stability assessment of the Farrokhi earth embankment dam using the pseudo-static and deformation based methods","authors":"Hamzeh Fallah, H. Noferesti","doi":"10.22059/IJMGE.2015.56107","DOIUrl":"https://doi.org/10.22059/IJMGE.2015.56107","url":null,"abstract":"The behavior of earth dams has particular complexities against dynamic forces and its assessment requiresdetailed and scientific analysis. The Farrokhi earth dam is a heterogeneous type with vertical clay core, built 150 km away from Birjand and 41 km away from Qaen on the Farrokhi River. There are concernsregarding the stability of this dam in the event of a future severe earthquake especially because of itsplacement near the active faults of eastern Iran, a very active seismic area in the country. In this study, thepseudo-static analysis, sliding block model and Singh et al empirical relationships were adopted to evaluate safety of the Farrokhi dam against the design earthquake. Based on the findings of the present study, thestability of the Farrokhi earth dam is not guaranteed and as such, small to large size slope failures are expected especially in the upstream side. The pseudo-static analysis and the Singh et al empirical relationships revealed similar conclusions about the stability condition of this dam, while the sliding block method underestimated the earthquake related deformations.","PeriodicalId":36564,"journal":{"name":"International Journal of Mining and Geo-Engineering","volume":"45 1","pages":"205-220"},"PeriodicalIF":0.0,"publicationDate":"2015-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"76420782","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 7
Mineral resources and geo-engineering 矿产资源与地球工程
International Journal of Mining and Geo-Engineering Pub Date : 2015-12-01 DOI: 10.22059/IJMGE.2015.56108
F. Habashi
{"title":"Mineral resources and geo-engineering","authors":"F. Habashi","doi":"10.22059/IJMGE.2015.56108","DOIUrl":"https://doi.org/10.22059/IJMGE.2015.56108","url":null,"abstract":"Metals used in everyday life are produced from ores occurring in the Earth’s crust. Geological processes are known to concentrate minerals to form ores of economic value. Mineral processing engineers concentrate these ores by mechanical and physico-chemical methods while the extractive metallurgist extracts the metals by chemical means.","PeriodicalId":36564,"journal":{"name":"International Journal of Mining and Geo-Engineering","volume":"52 1","pages":"221-233"},"PeriodicalIF":0.0,"publicationDate":"2015-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"73907061","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Managing in situ gold concentrations in placers 就地管理砂矿中的金浓度
International Journal of Mining and Geo-Engineering Pub Date : 2015-12-01 DOI: 10.22059/IJMGE.2015.56109
A. Mikhailov
{"title":"Managing in situ gold concentrations in placers","authors":"A. Mikhailov","doi":"10.22059/IJMGE.2015.56109","DOIUrl":"https://doi.org/10.22059/IJMGE.2015.56109","url":null,"abstract":"In studying of the in situ gravitational concentration process part feature for placer, the technological ability to transform the in situ massif placer structure is evident. The two main processes involved in altering the massif in situ have been examined and outlined in detail. The in situ disintegration of massif material results in a new massif gravitational stratification structure. Regularities of the distribution of particles in the array of alluvial gold in situ were obtained. These regularities showed us the possibilities for direct formation of zones with elevated gold concentrations. The disintegration feature separates particles in an aqueous medium and concentrates the full exemption in situ particulate matter within the placer massif. This method will reduce the volume of mining and ore processing and increase profitability.","PeriodicalId":36564,"journal":{"name":"International Journal of Mining and Geo-Engineering","volume":"11 1","pages":"235-243"},"PeriodicalIF":0.0,"publicationDate":"2015-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"90204962","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
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