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<ArticleSet>
<Article>
<Journal>
				<PublisherName>Shahrood University of Technology</PublisherName>
				<JournalTitle>Journal of Mining and Environment</JournalTitle>
				<Issn>2251-8592</Issn>
				<Volume>Volume 1</Volume>
				<Issue>Number 2</Issue>
				<PubDate PubStatus="epublish">
					<Year>2011</Year>
					<Month>06</Month>
					<Day>21</Day>
				</PubDate>
			</Journal>
<ArticleTitle>Application of Schmidt rebound number for estimating rock strength under specific geological conditions</ArticleTitle>
<VernacularTitle></VernacularTitle>
			<FirstPage></FirstPage>
			<LastPage></LastPage>
			<ELocationID EIdType="pii">9</ELocationID>
			
<ELocationID EIdType="doi">10.22044/jme.2011.9</ELocationID>
			
			<Language>EN</Language>
<AuthorList>
<Author>
					<FirstName>S. R.</FirstName>
					<LastName>Torabi</LastName>
<Affiliation></Affiliation>

</Author>
<Author>
					<FirstName>M.</FirstName>
					<LastName>Ataei</LastName>
<Affiliation></Affiliation>

</Author>
<Author>
					<FirstName>M.</FirstName>
					<LastName>Javanshir</LastName>
<Affiliation></Affiliation>

</Author>
</AuthorList>
				<PublicationType>Journal Article</PublicationType>
			<History>
				<PubDate PubStatus="received">
					<Year>2011</Year>
					<Month>06</Month>
					<Day>21</Day>
				</PubDate>
			</History>
		<Abstract>A literature review revealed that most of the empirical equations introduced for determination of the uniaxial 
  compressive strength (UCS) of rocks based on the Schmidt hammer rebound number (N) are not sufficiently 
  reliable mostly due to the relatively low coefficient of correlations. This is attributed to the fact that in most 
  cases one formula is used for all types of rocks, although the density of rocks is introduced to the formulae in 
  some cases. On the other hand, if one specific relationship between N and UCS is introduced for one rock 
  type, the equation will yield a much higher coefficient of correlation. During a research program supported 
  by the Shahrood University of Technology, Iran, a third type of approach was considered. The study aimed 
  to establish a relationship between N and UCS of a rock mass under particular geological circumstances. As 
  an example, in this study, the immediate roof rock of coal seams in North-Eastern coal fields of Iran was 
  selected. In order to determine the N and UCS, a significant number of samples were selected and tested, 
  both in-situ and in the laboratory, and a new equation was established. The equation can be used to predict 
  UCS   of   the roof  rock  in   coal extracting  areas in this  zone   by  performing  simple   in-situ  Schmidt   hammer 
  tests. It is predicted that such a procedure will be feasible for other geological conditions.</Abstract>
		<ObjectList>
			<Object Type="keyword">
			<Param Name="value">Coal field</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Roof rock</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Schmidt number</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Uniaxial compressive strength</Param>
			</Object>
		</ObjectList>
<ArchiveCopySource DocType="pdf">https://jme.shahroodut.ac.ir/article_9_6eea6e3947d3156b818c166e1dc0f705.pdf</ArchiveCopySource>
</Article>

<Article>
<Journal>
				<PublisherName>Shahrood University of Technology</PublisherName>
				<JournalTitle>Journal of Mining and Environment</JournalTitle>
				<Issn>2251-8592</Issn>
				<Volume>Volume 1</Volume>
				<Issue>Number 2</Issue>
				<PubDate PubStatus="epublish">
					<Year>2011</Year>
					<Month>06</Month>
					<Day>21</Day>
				</PubDate>
			</Journal>
<ArticleTitle>Inverse modeling of HEM data using a new inversion algorithm</ArticleTitle>
<VernacularTitle></VernacularTitle>
			<FirstPage></FirstPage>
			<LastPage></LastPage>
			<ELocationID EIdType="pii">10</ELocationID>
			
<ELocationID EIdType="doi">10.22044/jme.2011.10</ELocationID>
			
			<Language>EN</Language>
<AuthorList>
<Author>
					<FirstName>A. R.</FirstName>
					<LastName>Arab-Amiri</LastName>
<Affiliation></Affiliation>

</Author>
<Author>
					<FirstName>A.</FirstName>
					<LastName>Moradzadeh</LastName>
<Affiliation></Affiliation>

</Author>
<Author>
					<FirstName>N.</FirstName>
					<LastName>Fathianpour</LastName>
<Affiliation></Affiliation>

</Author>
<Author>
					<FirstName>B.</FirstName>
					<LastName>Siemon</LastName>
<Affiliation></Affiliation>

</Author>
</AuthorList>
				<PublicationType>Journal Article</PublicationType>
			<History>
				<PubDate PubStatus="received">
					<Year>2011</Year>
					<Month>06</Month>
					<Day>21</Day>
				</PubDate>
			</History>
		<Abstract>Helicopter-borne frequency-domain electromagnetic (HEM) surveys are used extensively for mineral and groundwater 
exploration and a number of environmental investigations. To have a meaningful interpretation of the measured multi-
frequency HEM data,  in addition  to  the  resistivity maps which are provided  in each  frequency or  for  some particular 
depth  levels,  it  is  a  necessity  to  have  a  suitable modeling  technique  to  produce  resistivity  cross-section  along  some 
specific profiles. This paper aims  to: (1) develop a new  inversion method to handle HEM data; (2) compare its results 
with  the well known Amplitude, Niblett-Bostick  (NB), and Siemon  inversion methods. The basic  formulation of  this 
new  inversion  routine was  provided  based  on  the Zonge  spatial  filtering  procedure  to  cure  static  shift  effect  on  the 
magnetotelluric (MT) apparent resistivity curves. When the relevant formulas and the required algorithm for the inverse 
modeling  of HEM  data  were  provided,  they  were  then  coded  in Matlab  software  environment.  This  new  inversion 
program, named as SUTHEM, was used to invert some sets of one and two dimensional (1D and 2D) model synthetic 
data which were contaminated by random noise. It was also applied  to  invert one set of real field data acquired  in  the 
NW part of Iran by  the DIGHEM system. The obtained results of  this method and  their comparison with  those of  the 
aforementioned methods  indicate  that SUTHEM  is able  to produce  the  results  like  those produced by  the commercial 
Siemon routine. In addition, the new inversion method is superior to the Amplitude and the NB methods particularly in 
inversion of the noisy data.</Abstract>
		<ObjectList>
			<Object Type="keyword">
			<Param Name="value">HEM data inversion</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">MT</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">DIGHEM</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">resistivity model</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">SUTHEM</Param>
			</Object>
		</ObjectList>
<ArchiveCopySource DocType="pdf">https://jme.shahroodut.ac.ir/article_10_07bb4ada9a75d5b138388da66969dfd8.pdf</ArchiveCopySource>
</Article>

<Article>
<Journal>
				<PublisherName>Shahrood University of Technology</PublisherName>
				<JournalTitle>Journal of Mining and Environment</JournalTitle>
				<Issn>2251-8592</Issn>
				<Volume>Volume 1</Volume>
				<Issue>Number 2</Issue>
				<PubDate PubStatus="epublish">
					<Year>2011</Year>
					<Month>06</Month>
					<Day>21</Day>
				</PubDate>
			</Journal>
<ArticleTitle>Assessment of water quality due to Wolfram mining in Portugal</ArticleTitle>
<VernacularTitle></VernacularTitle>
			<FirstPage></FirstPage>
			<LastPage></LastPage>
			<ELocationID EIdType="pii">11</ELocationID>
			
<ELocationID EIdType="doi">10.22044/jme.2011.11</ELocationID>
			
			<Language>EN</Language>
<AuthorList>
<Author>
					<FirstName>V. F.</FirstName>
					<LastName>Navarro-Torres</LastName>
<Affiliation></Affiliation>

</Author>
<Author>
					<FirstName>R. N.</FirstName>
					<LastName>Singh</LastName>
<Affiliation></Affiliation>

</Author>
</AuthorList>
				<PublicationType>Journal Article</PublicationType>
			<History>
				<PubDate PubStatus="received">
					<Year>2011</Year>
					<Month>06</Month>
					<Day>21</Day>
				</PubDate>
			</History>
		<Abstract>Water has an  important role  in creating pollution problems  in  the mining regimes  influencing  the surrounding surface 
environment. The purpose of this study is to make an assessment of groundwater quality in an underground mine site in 
Portugal with a view of determining  the pollution potential of groundwater.  In  the corresponding  surface area of  this 
underground mine,  intersections of  four  faults  form  rock blocks which delimit  the  surface  subsidence  influencing  the 
flow pattern of  the  surface  streams  and  the  groundwater  table  resulting  in  inflow of  groundwater  and  rainwater  into 
mining excavations. When  this water comes  into contact with  the virgin  rock mass containing pyrites  in presence of 
atmospheric air, acid mine water  is formed. This acidic water reacts with  the broken rock material dissolving metallic 
sulphides  into  solution  and  also  carrying  suspended  solids. When  discharged  in  the  “Boldehão” River,  these  waters 
produce diverse environmental impact levels such as pH low and Zn high levels risk cause for irrigation, pH, Cu, Fe and 
Mn high level risk for consumption human, and pH, Cu and Zn cause high level for fishes.</Abstract>
		<ObjectList>
			<Object Type="keyword">
			<Param Name="value">Mine water quality</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">the “Boldehão” River</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Panaqueira mine</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Wolfram mine</Param>
			</Object>
		</ObjectList>
<ArchiveCopySource DocType="pdf">https://jme.shahroodut.ac.ir/article_11_d7301f31780da6bd1835a3c4f6f4a6b2.pdf</ArchiveCopySource>
</Article>

<Article>
<Journal>
				<PublisherName>Shahrood University of Technology</PublisherName>
				<JournalTitle>Journal of Mining and Environment</JournalTitle>
				<Issn>2251-8592</Issn>
				<Volume>Volume 1</Volume>
				<Issue>Number 2</Issue>
				<PubDate PubStatus="epublish">
					<Year>2011</Year>
					<Month>06</Month>
					<Day>21</Day>
				</PubDate>
			</Journal>
<ArticleTitle>Geochemical and mineralogical characteristic of the VHMS alteration pipe, major elements variations and peraluminous ratio, in high grade metamorphosed rocks</ArticleTitle>
<VernacularTitle></VernacularTitle>
			<FirstPage></FirstPage>
			<LastPage></LastPage>
			<ELocationID EIdType="pii">12</ELocationID>
			
<ELocationID EIdType="doi">10.22044/jme.2011.12</ELocationID>
			
			<Language>EN</Language>
<AuthorList>
<Author>
					<FirstName>R.</FirstName>
					<LastName>Ghavami-Riabi</LastName>
<Affiliation></Affiliation>

</Author>
<Author>
					<FirstName>H.F.J.</FirstName>
					<LastName>Theart</LastName>
<Affiliation></Affiliation>

</Author>
</AuthorList>
				<PublicationType>Journal Article</PublicationType>
			<History>
				<PubDate PubStatus="received">
					<Year>2011</Year>
					<Month>06</Month>
					<Day>21</Day>
				</PubDate>
			</History>
		<Abstract>The massive  sulphide  deposit  at Kantienpan Cu-Zn mine  is  hosted  by  volcano  sedimentary  succession  known  as  the 
Areachap Group, in the eastern part of Namaqua Metamorphic Province, South Africa. The deposits were affected by a 
complex  deformation  and  metamorphic  history  and  represent  examples  of  upper  amphibolite  to  granulite  grade 
metamorphosed  volcanic-hosted  massive  sulphide  (VHMS)  deposits.  The  principal  purpose  of  this  research  is  to 
characterise the primary geochemical halo’s related to VHMS deposits in this mine. Lithogeochemical characterization 
of  the  primary  haloes  is  based  on  borehole  samples  of  the  footwall,  ore  zone  and  hanging  wall  successions. 
Geochemically,  the ore zone and alteration zones at Kantienpan VHMS ore deposit display a high peraluminous  ratio 
confirming  the  peraluminous  nature  of  these  zones  as  indicated  mineralogically  and  lithologically.  The  intervals 
identified  in  sampled  borehole  core  with  low  CaO  and  Na2O  and  with  high MgO  and  K2O  contents  represent  the 
alteration zone in the original footwall rocks of the deposit.</Abstract>
		<ObjectList>
			<Object Type="keyword">
			<Param Name="value">VHMS</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">peraluminous ratio</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">probability plot</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">lithogeochemistry</Param>
			</Object>
		</ObjectList>
<ArchiveCopySource DocType="pdf">https://jme.shahroodut.ac.ir/article_12_4e7fc92561e68ddfd226dc2ce28b8ff7.pdf</ArchiveCopySource>
</Article>

<Article>
<Journal>
				<PublisherName>Shahrood University of Technology</PublisherName>
				<JournalTitle>Journal of Mining and Environment</JournalTitle>
				<Issn>2251-8592</Issn>
				<Volume>Volume 1</Volume>
				<Issue>Number 2</Issue>
				<PubDate PubStatus="epublish">
					<Year>2011</Year>
					<Month>06</Month>
					<Day>21</Day>
				</PubDate>
			</Journal>
<ArticleTitle>An improved method for geological boundary detection of potential field anomalies</ArticleTitle>
<VernacularTitle></VernacularTitle>
			<FirstPage></FirstPage>
			<LastPage></LastPage>
			<ELocationID EIdType="pii">13</ELocationID>
			
<ELocationID EIdType="doi">10.22044/jme.2011.13</ELocationID>
			
			<Language>EN</Language>
<AuthorList>
<Author>
					<FirstName>A. H.</FirstName>
					<LastName>Ansari</LastName>
<Affiliation></Affiliation>

</Author>
<Author>
					<FirstName>K.</FirstName>
					<LastName>Alamdar</LastName>
<Affiliation></Affiliation>

</Author>
</AuthorList>
				<PublicationType>Journal Article</PublicationType>
			<History>
				<PubDate PubStatus="received">
					<Year>2011</Year>
					<Month>06</Month>
					<Day>21</Day>
				</PubDate>
			</History>
		<Abstract>Potential  field methods  such  as  gravity  and magnetic methods  are  among  the most  applied  geophysical methods  in 
mineral exploration. A high-resolution technique is developed to image geologic boundaries such as contacts and faults. 
Potential  field  derivatives  are  the  basis  of many  interpretation  techniques.  In  boundary  detection,  the  analytic  signal 
quantity  is  defined  by  combining  the  values  of  horizontal  and  vertical  derivatives.  The  outlines  of  the  geologic 
boundaries can be determined by  tracing  the maximum amplitudes of analytic  signal. However, due  to  superposition 
effects,  in  some  cases  that  a  variety  of  sources  are  adjacent,  the  detected  boundaries  are  blurred. To  overcome  this 
problem, this study used enhanced analytic signal composed of the nth- order vertical derivative of analytic signal. The 
locations  of  its maximum  amplitudes  are  independent  of magnetization  direction  and  geomagnetic  parameters.  This 
technique  is particularly  suitable when  interference effects are  considerable  and when  remanent magnetization  is not 
negligible. In this paper this  technique has been applied to gravity data of southwest England. Using  this method, five 
granites outcrops and their separating faults are enhanced accurately.</Abstract>
		<ObjectList>
			<Object Type="keyword">
			<Param Name="value">Potential Field Data</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">horizontal derivative</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">vertical derivative</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">enhanced analytic signal</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">magnetization direction</Param>
			</Object>
		</ObjectList>
<ArchiveCopySource DocType="pdf">https://jme.shahroodut.ac.ir/article_13_4d0e63bcd7946fe4d3290e1f9830eb12.pdf</ArchiveCopySource>
</Article>

<Article>
<Journal>
				<PublisherName>Shahrood University of Technology</PublisherName>
				<JournalTitle>Journal of Mining and Environment</JournalTitle>
				<Issn>2251-8592</Issn>
				<Volume>Volume 1</Volume>
				<Issue>Number 2</Issue>
				<PubDate PubStatus="epublish">
					<Year>2011</Year>
					<Month>06</Month>
					<Day>21</Day>
				</PubDate>
			</Journal>
<ArticleTitle>Determination of the largest pit with the non-negative net profit in the open pit mines</ArticleTitle>
<VernacularTitle></VernacularTitle>
			<FirstPage></FirstPage>
			<LastPage></LastPage>
			<ELocationID EIdType="pii">14</ELocationID>
			
<ELocationID EIdType="doi">10.22044/jme.2011.14</ELocationID>
			
			<Language>EN</Language>
<AuthorList>
<Author>
					<FirstName>J.</FirstName>
					<LastName>Gholamnejad</LastName>
<Affiliation></Affiliation>

</Author>
<Author>
					<FirstName>A.R.</FirstName>
					<LastName>Mojahedfar</LastName>
<Affiliation></Affiliation>

</Author>
</AuthorList>
				<PublicationType>Journal Article</PublicationType>
			<History>
				<PubDate PubStatus="received">
					<Year>2011</Year>
					<Month>06</Month>
					<Day>21</Day>
				</PubDate>
			</History>
		<Abstract>The determination of the Ultimate Pit Limit (UPL) is the first step in the open pit mine planning process. In this stage 
that parts of  the mineral deposit  that are economic  to mine are determined. There are  several mathematical, heuristic 
and meta-heuristic algorithms to determine UPL. The optimization criterion in these algorithms is maximization of the 
total profit whilst satisfying the operational requirement of safe wall slopes. In this paper the concept of largest pit with 
non- negative value is suggested. A mathematical model based on integer programming is then developed to deal with 
this objective. This model was applied on an  iron ore deposit. Results  showed  that obtained pit with  this objective  is 
larger  than  that  of  obtained  by  using  net  profit maximization  and  contains  more  ore,  whilst  the  total  net  profit  of 
ultimate pit  is not negative. This  strategy can also  increase  the  life of mine which  is  in accordance  to  the  sustainable 
development principals.</Abstract>
		<ObjectList>
			<Object Type="keyword">
			<Param Name="value">Ultimate pit limit</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Mathematical Modeling</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">integer programming</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">largest pit</Param>
			</Object>
		</ObjectList>
<ArchiveCopySource DocType="pdf">https://jme.shahroodut.ac.ir/article_14_0fd6080fc9c88d3baf99967ceb3704ee.pdf</ArchiveCopySource>
</Article>
</ArticleSet>
