ORIGINAL_ARTICLE
Calculation of One-dimensional Forward Modelling of Helicopter-borne Electromagnetic Data and a Sensitivity Matrix Using Fast Hankel Transforms
The helicopter-borne electromagnetic (HEM) frequency-domain exploration method is an airborne electromagnetic (AEM) technique that is widely used for vast and rough areas for resistivity imaging. The vast amount of digitized data flowing from the HEM method requires an efficient and accurate inversion algorithm. Generally, the inverse modelling of HEM data in the first step requires a precise and efficient technique provided by a forward modelling algorithm. The exact calculation of the sensitivity matrix or Jacobian is also of the utmost importance. As such, the main objective of this study is to design an efficient algorithm for the forward modelling of HEM frequency-domain data for the configuration of horizontal coplanar (HCP) coils using fast Hankel transforms (FHTs). An attempt is also made to use an analytical approach to derive the required equations for the Jacobian matrix. To achieve these goals, an elaborated algorithm for the simultaneous calculation of the forward computation and sensitivity matrix is provided. Finally, using two synthetic models, the accuracy of the calculations of the proposed algorithm is verified. A comparison indicates that the obtained results of forward modelling are highly consistent with those reported in Simon et al. (2009) for a four-layer model. Furthermore, the comparison of the results for the sensitivity matrix for a two-layer model with those obtained from software is being used by the BGR Centre in Germany, showing that the proposed algorithm enjoys a high degree of accuracy in calculating this matrix.
https://ijmge.ut.ac.ir/article_51803_e778c05d777566e84e042571356a3ef8.pdf
2014-06-01
1
9
10.22059/ijmge.2014.51803
fast Hankel transforms
forward modelling
frequency domain data
HCP coils system
HEM method
sensitivity matrix
Abolfazl
Asadian
asadianabolfazl@alumni.ut.ac.ir
1
Faculty of Mining, Petroleum and Geophysics, Shahrood University, Shahrood, Iran
AUTHOR
Ali
Moradzadeh
a_moradzadeh@ut.ac.ir
2
Faculty of Mining, Petroleum and Geophysics, Shahrood University, Shahrood, Iran
LEAD_AUTHOR
Alireza
Arab-Amiri
alirezaarabamiri@yahoo.com
3
Faculty of Mining, Petroleum and Geophysics, Shahrood University, Shahrood, Iran
AUTHOR
Ali
Nejati kalateh
4
Faculty of Mining, Petroleum and Geophysics, Shahrood University, Shahrood, Iran
AUTHOR
Davood
Rajabi
davoodrajabi@gmail.com
5
Faculty of Mining, Petroleum and Geophysics, Shahrood University, Shahrood, Iran
AUTHOR
ORIGINAL_ARTICLE
Assessing the Performance of Statistical-structural and Geostatistical Methods in Estimating the 3D Distribution of the Uniaxial Compressive Strength Parameter in the Sarcheshmeh Porphyry Copper Deposit
The uniaxial compressive strength (UCS) of intact rocks is an important geotechnical parameter required for designing geotechnical and mining engineering projects. Obtaining accurate estimates of the rock mass UCS parameter throughout a 3D geological model of the deposit is vital for determining optimum rock slope stability, designing new exploratory and blast boreholes, mine planning, optimizing the production schedule and even designing the crusher’s feed size. The main objective of this paper is to select the preferred estimator of the UCS parameter based on accuracy performance using all the available geological-geotechnical data at the Sarcheshmeh copper deposit, located 160 km southwest of Kerman City, in south-eastern Iran. In this paper, an attempt is made to estimate the spatial distribution of the UCS parameter using commonly-used statistical-structural and geostatistical methods. In order to achieve the aim of the current study, the UCS parameter was measured along with other qualitative geological properties, including the rock type, weathering, alteration type and intensity of core samples taken from 647 boreholes. The 3D distribution of the UCS parameter is obtained using different algorithms including statistical-structural (the nearest-neighbour technique), linear (ordinary Kriging) and nonlinear (indicator Kriging) geostatistical methods. After estimating the UCS parameter at block centres using the above-mentioned methods, the performance of each method is compared and validated through 21 set aside borehole data. The assessment of selecting best estimator of UCS parameter is based on scatter plots of the observed versus estimated data plus the root mean square error (RMSE) statistics of the differences between observed and estimated values for 21 set aside borehole data. Finally, due to the special characteristics of the UCS spatial variability, it is concluded that the nearest-neighbour method is the most appropriate method for estimating the UCS parameter in porphyry copper deposits.
https://ijmge.ut.ac.ir/article_51804_70f836ce320cfa5bdf9dcd9f15930262.pdf
2014-06-01
11
30
10.22059/ijmge.2014.51804
indicator Kriging
nearest-neighbour
ordinary Kriging
sarcheshmeh copper deposit
uniaxial compressive strength (UCS)
Mahboubeh
Pishbin
m.pishbin@mi.iut.ac.ir
1
Department of Mining Engineering, Isfahan University of Technology, Isfahan, Iran
LEAD_AUTHOR
Nader
Fathianpour
fathian@cc.iut.ac.ir
2
Department of Mining Engineering, Isfahan University of Technology, Isfahan, Iran
AUTHOR
ORIGINAL_ARTICLE
Application of Discriminant Analysis for Studying the Source Rock Potential of Probable Formations in the Lorestan Basin, Iran
Understanding the performance and role of each formation in a petroleum play is crucial for the efficient and precise exploration and exploitation of trapped hydrocarbons in a sedimentary basin. The Lorestan basin is one of the most important hydrocarbon basins of Iran, and it includes various oil-prone potential source rocks and reservoir rocks. Previous geochemical studies of the basin were not accurate and there remain various uncertainties about the potential of the probable source rocks of the basin. In the present research, the geochemical characteristics of four probable source rocks of the Lorestan basin are studied using Rock-Eval pyrolysis and discriminant analysis. In achieving this goal, several discriminant functions are defined to evaluate the discriminant factor for the division of samples into two groups. The function with the highest discriminant factor was selected for the classification of probable source rocks into two groups: weak and strong. Among the studied formations, Garau and Pabdeh had the richest and poorest source rocks of the Lorestan basin, respectively. The comparison of the obtained results with the previous literature shows that the proposed model is more reliable for the recognition of the richness of source rock in the area.
https://ijmge.ut.ac.ir/article_51805_2694ddb62d52e34dea1516e04e10789b.pdf
2014-06-01
31
54
10.22059/ijmge.2014.51805
discriminant function
Garau formation
maturity
Pabdeh Formation
source rock evaluation
Amir
Negahdari
amir.negahdari86@gmail.com
1
Faculty of Mining, Petroleum, and Geophysics, Shahrood University, Iran
AUTHOR
Mansour
Ziaii
m.ziaii47@gmail.com
2
Department of geology, Iranian Central Oil Fields Company (ICOFC), National Iranian Oil Company (NIOC), Iran
AUTHOR
Javad
Ghiasi-Freez
javadghiasi86@gmail.com
3
Department of geology, Iranian Central Oil Fields Company (ICOFC), National Iranian Oil Company (NIOC), Iran
LEAD_AUTHOR
ORIGINAL_ARTICLE
Analytical Solution for Stress Field and Intensity Factor in CSTBD under Mixed Mode Conditions
Considering the fact that rocks fail faster under tensile stress, rock tensile strength is of greatimportance in applications such as blasting, rock fragmentation, slope stability, hydraulic fracturing,caprock integrity, and geothermal energy extraction. There are two direct and indirect methods tomeasure tensile strength. Since direct methods always encompass difficulties in test setup, indirectmethods, specifically the Brazilian test, have often been employed for tensile strength measurement.Tensile failure is technically attributed to crack propagation in rock. Fracture mechanics hassignificant potential for the determination of crack behaviour as well as propagation pattern. To applyBrazilian tests, cracked disc geometry has been suggested by the International Society for RockMechanics ISRM. Accordingly, a comprehensive study is necessary to evaluate stress field and stressintensity factor (SIF) around the crack in the centre of the specimen. In this paper, superpositionprinciple is employed to solve the problem of cracked straight-through Brazilian disc (CSTBD), usingtwo methods of dislocation and complex stress function. Stress field and SIF in the vicinity of thecrack tip are then calculated. With the proposed method, the magnitude of critical load for crackinitiation in structures can be predicted. This method is valid for any crack of any arbitrary length andangle. In addition, numerical modelling has been carried out for the Brazilian disc. Finally, theanalytical solution has been compared with numerical modelling results showing the same outcomefor both methods.
https://ijmge.ut.ac.ir/article_51806_152b8a8417f717d610cda6436eed699c.pdf
2014-06-01
55
68
10.22059/ijmge.2014.51806
cracked straight-through Brazilian disc (CSTBD)
numerical modelling
stress field
stress
intensity factor (SIF)
Tensile Strength
Najaf Ali
Ghavidel
ali.qavidel@ut.ac.ir
1
School of Mining, College of Engineering, University of Tehran, Iran
LEAD_AUTHOR
Hosein
Memarian
memarian@ut.ac.ir
2
School of Mining, College of Engineering, University of Tehran, Iran
AUTHOR
Soheil
Mohamadi
smoham@ut.ac.ir
3
School of Civil, College of Engineering, University of Tehran, Iran
AUTHOR
Mohammad
Heydarizadeh
mheidarizadeh@ut.ac.ir
4
School of Mining, College of Engineering, University of Tehran, Iran
AUTHOR
ORIGINAL_ARTICLE
Uncertainties and Complexities of the Geological Model in Slope Stability: a Case Study of Sabzkuh Tunnel
Slope stability analysis is a geotechnical engineering problem characterized by many sources ofuncertainty. In slope stability computations, some of these sources are encountered, such as geologicaldetails missed in the exploration program, estimation of soil properties that are difficult to quantifyand many other relevant factors. Therefore, accurate reproduction of the spatial variability in the fieldcould be essential to decrease uncertainty. The Sabzkuh-Choghakhor water conveyance tunnel iscurrently under construction using the NATM and TBM tunnelling methods in the Zagros Mountainsin south-western Iran. In the slope stability assessment of the Sabzkuh tunnel portal, despite adequategeotechnical investigations, field studies have not been performed with appropriate accuracy. Alandslide and collapse has occurred in a part of the portal due to tunnel excavation. In this paper, theimportance of having a precise and predetermined schedule for selecting site location, monitoring,complexities of the geological model, uncertainty and its effects on the stability of the trench wereinvestigated and the necessity of comprehensive slope management was emphasized.
https://ijmge.ut.ac.ir/article_51807_5180c518e585c2180ded44a437e88f7f.pdf
2014-06-01
69
79
10.22059/ijmge.2014.51807
collapse monitoring
ground complexity
uncertainty
Slope stability
Abbas
Eftekhari
msc.eftekhari@ymail.com
1
Department of Geology, Tarbiat Modares University, Tehran, Iran
AUTHOR
Majid
Taromi
majidtarami@ymail.com
2
Department of Civil Engineering, Islamic Azad University-South Tehran Branch, Tehran, Iran.
LEAD_AUTHOR
Mahdi
Saeidi
3
School of Mining Engineering, College of Engineering, University of Tehran, Tehran, Iran.
AUTHOR
ORIGINAL_ARTICLE
Evaluation of Technological Changes’ Impact on Scarcity of Minerals by a Value Chain Approach: Introducing a Conceptual Model
Adopting a policy and deciding on long-term investment in the mining industry by a government orprivate sector actors depends strongly on the ability to predict the scarcity of mineral reserves. Changein scarcity of mineral reserves is a function of several technological and non-technological factors.Among them, change in technology is the most significant factor affecting scarcity. This paper aims toinvestigate the relationship between mineral scarcity changes and technological changes. In this study,the effective factors on mineral scarcity were initially considered, and the main and most commonlyproposed approaches in the field of scarcity were briefly analysed. The problems associated with theseapproaches in explaining the relationship between scarcity and changes in technology are thendiscussed. These approaches are mainly limited to the past available data, whose direction is thedevelopment “from scarcity to technological changes”; therefore, they are inefficient in predictingscarcity due to technological changes. To overcome such limitations, a chain technology method wasintroduced with an approach moving “from technological changes to scarcity”. In this approach,scarcity is firstly explained based on the objective technological changes, and secondly it is related tosome technologies affecting scarcity, such as mineral exploration, exploitation, mineral processing,metal production, consumer goods and recycling of scrap metals. The results obtained from this papercan be effectively used to make decisions regarding investment in the mineral industry.
https://ijmge.ut.ac.ir/article_51808_c793ad86706f9cddfa80711d05687582.pdf
2014-06-01
81
100
10.22059/ijmge.2014.51808
aggregate production function
chain technology
Investment
scarcity index
Shamseddin
Vahabi
shvahabi@ut.ac.ir
1
Faculty of Economics, University of Tehran, Tehran, Iran
LEAD_AUTHOR
Abolghasem
Mahdavi
mahdavi@ut.ac.ir
2
Faculty of Economics, University of Tehran, Tehran, Iran
AUTHOR
Jafar
Ebadi
jebadi@ut.ac.ir
3
Faculty of Economics, University of Tehran, Tehran, Iran
AUTHOR
ORIGINAL_ARTICLE
The Effects of Ore Properties on the Characterization of Suspension in Settling and Compression
Many studies have considered the effects of suspension properties on the dewatering process but fewhave focused on ore properties. Thus, the present work studied the effects of ore properties (density,particle size, mineralogy) on the dewatering process based on lab and pilot experiments. A hydrocyclonewas used to prepare the required samples for the experiments. To study the effects of mineralogicalproperties, the sedimentation behaviour of hydrocyclone feed and underflow samples were compared. Itwas observed that the free-settling velocity of feed (2 to 6mm/sec) was less than in the underflow sample(2 to 7mm/sec) and the final concentration of underflow sample (0.45 to 0.48t/m3) was more than thefeed sample (0.44 to 0.47t/m3). Additionally, to study the effects of particle size and density, thesedimentation behaviour of hydrocyclone overflow and feed samples were compared. The settlingvelocity and final concentration of overflow sample were obtained at 0.15 to 0.4mm/sec and 0.32t/m3,respectively, which was significantly less than the feed sample. This was due to the amount of clayreduction in the underflow sample and particle size and density reduction in the overflow sample.Following on, the pilot experiments were carried out. It was observed that the bed formation of the feedsample tended to overflow in the sample at low flux (10t/m2/day) and tended to underflow in the sampleat high flux (28.5t/m2/day). This meant that the long time at lower flux created an opportunity for fineparticles to settle easily, similar to coarser particles and as such, ore properties did not play a decisiverole in bed formation, but their effects appeared instead at higher flux. Furthermore, it was observed thatthe underflow concentration increased by decreasing the flux from 28.5 to 10t/m2/day. These increasingamounts were 0.05t/m3 and 0.12t/m3 in hydrocyclone overflow and underflow samples, respectively, at aheight of 2.5 metres. This meant that the compressibility and permeability of the hydrocycloneunderflow sample was much better than in the hydrocyclone overflow sample, which was clearly a resultof the ore properties (density, particle size, mineralogy).
https://ijmge.ut.ac.ir/article_51809_af6b1c07e1adb8daf09f009fafc97f4e.pdf
2014-06-01
101
114
10.22059/ijmge.2014.51809
Compression
ore properties
settling
Thickener
Majid
Unesi
majid.unesi@gmail.com
1
Department of mining Engineering, Science and Research branch, Islamic Azad University, Tehran, Iran
LEAD_AUTHOR
Mohammad
Noaparast
noparast@ut.ac.ir
2
School of Mining Engineering, University of Tehran, Tehran, Iran
AUTHOR
Sied Ziaedin
Shafaei
zshafaie@ut.ac.ir
3
School of Mining Engineering, University of Tehran, Tehran, Iran
AUTHOR
Esmaeil
Jorjani
esjorjani@yahoo.com
4
Department of mining Engineering, Science and Research branch, Islamic Azad University, Tehran, Iran
AUTHOR