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By Dave Watson

Henderson Mine personnel have more than 20 years experience and have placed more than 400,000 m3 (520,000 cu yd) of shotcrete and concrete. Over the last 20 years, the mine has used a variety of equipment to place concrete, wet shotcrete and dry shotcrete and is constantly trying to cut costs and increase efficiencies. Recently, the mine received a state-of-the-art wet shotcrete placer. The batch plant was automated, and a mobile concrete-form jumbo was fabricated. The mine will also receive a new concrete transport truck. Henderson’s background The Henderson Mine is owned by Climax Molybdenum Co., a unit of Amax, Inc. It is an underground, primary molybdenum producer near Empire, CO. The mill is located between Silverthome and Kremmling, CO and is connected to the mine by 16 km (10 miles) of underground and 8 km (5 miles) of surface track. Except for the ore haulage system which is powered by overhead trolley, all mobile equipment is rubber-tired and diesel-powered.

Jan 1, 1992

By Liuhuai Ding

Background of Ocean Mining Research Inspired by the 1970?s deep seabed mining activities of other nations, China started ocean mining research work within the framework of the International Law of the Sea Treaty (UNCLOS) and the subsequent establishment of the International Seabed Authority in the 1990?s. This work has been carried out mainly with the cooperation of the Changsha Research Institute of Mining And Metallurgy. We have been committed to this work to fulfill our responsibilities and obligations as a Pioneer investor under UNCLOS and also to support the much needed development of deep-sea technology in China. Exciting recent advances by Nautilus Minerals in the development of seafloor massive sulfide deposit exploitation has led us to a new perspective of ocean mining and some re-evaluation of ocean mining economics. This has provided us with an opportunity to support more efforts in ocean mining research. We will not delay the development of our ocean mining system and corresponding technology, although commercial mining in the deep-sea area may not occur for many years.

Jan 1, 2008

One of the core tenets of Sustainable Development is transparency and information sharing, i.e., government and corporate reporting. Governments report on issues within their sphere of responsibility to the degree that their constituents demand that they do so. Firms undertake reporting for two reasons: they are required to do so by law, and doing so makes good business sense. In recent years, stakeholders have come to see themselves as having a right to information about government actions and business operations that have the potential to affect their lives, health, community and environment. As a result, disparate groups, including industry associations, non-profit groups, academics, and individual firms, attempted to lay out what governments and firms should report. There are many types of sustainability reporting. In this paper we focus on three of them that both governments and firms utilize. We discuss the benefits of each. We argue that while the goal of complete and perfect data is not achievable or feasible, sustainability reporting of all three types is necessary to ensure that sound public and private decisions are made.

Jan 1, 2007

By Paul D. Tomlingson

Will Rogers unwittingly commented on the essence of evaluations when he said: "We don't know what they don't know!" In so doing, he explained why managers have an obligation to verify that their personnel really know what is expected of them. Rogers further stated that "What we know may not be so!" Here, he suggests that managers must establish the correctness of facts on which they make decisions concerning the future of their organizations. Yet, there are some managers who may not have considered this basic wisdom. These are perhaps the ones who shun a solid, fact-finding evaluation. Instead, they trust to guesswork as a basis for attempting improvement. Without realizing it, they may be making incorrect decisions harmful to the very organization they are trying to improve. Unfortunately, an attitude of avoiding evaluations often permeates whole organizations when their managers fail to appreciate their importance. Recently, the following was found prominently displayed in the office of a maintenance manager. Regrettably, the facts of a subsequent evaluation established how imprudent his attitude was:

Jan 1, 1991

By R. R. Beebe

When an economic mineral deposit is first discovered, it is almost immediately defined in terms of tonnage and grade. As exploration and assessment continue, the initial definition is ordinarily qualified by such terms as "proven," "probable" and so on. Even at this stage, the fundamental philosophies of the discoverers may manifest themselves in conservative or optimistic views of the deposit's potential. It is unusual, however, for the philosophies to be expressed in terms of metallurgical performance criteria at such an early stage unless the ore is very unusual in its chemistry or mineralogy. Even before drilling is completed, the first mining plans appear, with or without the benefit of metallurgical test data. This is the point at which management philosophies can have some of their greatest impacts. In ideal cases, where large, uniform ore bodies can be developed and mined according to assay cutoffs, the conventional philosophy of maximizing tonnage while minimizing cost can be followed without much metallurgical difficulty. Unfortunately, such cases are rather uncommon. Even large, low-grade

Jan 1, 1991

By Jim Weeks

In July 1986, the United Mine Workers of America (UMWA) asked Secretary of Labor William Brock to form an advisory committee to advise the Mine Safety and Health Administration (MSHA) on rules and regulations concerning the use of diesel powered equipment in underground coal mines. The request was made under the Mine Health and Safety Acts of 1969 and 1977. The union's principal concern was with the chronic and acute health effects of breathing diesel exhaust. In July 1988, the advisory committee recommended that MSHA promulgate a variety of health and safety regulations. It also concluded that diesel particulate matter should be considered carcinogenic (MSHA, 1988). Now, seven years later, there are nearly twice as many pieces of diesel powered equipment in underground coal mines. MSHA, however, has not promulgated a single regulation to govern the use of this equipment. MSHA must fulfill its public responsibility to protect the health of miners. Regulations that take account of the considerable body of knowledge concerning these health effects must be a top priority of the incoming assistant secretary of labor for MSHA.

Jan 1, 1993

By M. H. Foroughi

In this paper, the compressive strengths, failure modes and acoustic emission behaviors of cubic coal specimens containing bedding planes at various inclinations are considered. Test results showed that the compressive strengths and the modes of failure of coal specimens depend on the inclination of the bedding planes. From the acoustic emission (AE) measurements, the count rate detected through a low-pass window (AE (L)) was compared with that through a high-pass window (AE (H)) in each test. The results of accumulated AE history were compared with AE signatures of others. It is shown that the AE signature of coal depends on the inclination of the bedding planes, and the AE signatures can be classified into three groups. Each group corresponds to a particular mode of failure, namely, slip on the bedding planes, fracture across the bedding planes and fracture extension through the bedding planes. The parameter r, defined as the ratio of AE (L)/ [AE (L) + AE (H)], is plotted against the stress for each test. Test results showed that r also depends upon the inclination of the bedding planes.

Jan 1, 1999

By Louis W. Cope

INTRODUCTION Various methods for sampling placer deposits have been mentioned by Wojcik in Chapter 2. Here, a brief description and comparison of these methods will be given as related to bulk versus drill sampling. The advantages and disadvantages inherent to each will also be given. The means of sampling can be grouped into bulk or drill samples. As a generality, drill samples over a five-foot length will run from I/,, to 1 /, cubic yard, depending on the diameter of the drive shoe on the drill casing. Bulk samples can be expected to be in the range from one to many cubic yards each. SAMPLE METHODS Bulk Bulldozer-dug trenches and dozer or front-end loader pits are two methods to excavate large bulk samples. Smaller bulk samples can be obtained by digging small dimension shafts through the deposit, by hand or caisson-like drills. It is not recommended to split samples by alternate bucket-loads or by other means, as the effect of a nugget falling into one or the other fraction will seriously alter the sample.

Jan 1, 1992

By Robert F. Jones

INTRODUCTION Upflow Solids Contact Clarification is a process long employed in the treatment of potable water, wastewater and municipal sewage. This process incorporated in a fiberglass conical structure seems to offer an economical solution to problems encountered in reduction of particulates in uranium effuents. CONCEPT OF UPFLOW CLARIFICATION Use of suspended solids contact units date back to the 1930's. These types of units produced by Infilco and the Permutit Company, among others, were used in the Lime-Soda softening process to precipitate calcium and magnesium salts from hard water. In general, the process operated as follows: (a) Raw water entered a central chamber where it was mixed with chemicals. The chamber had provisions for agitating and circulating the chemicals so that mixing and reaction zones were formed. (b) The water, precipitated chemicals, floc and turbidity flows to a clarification chamber (the Permutit precipitator used a truncated cone). In most cases the influent then passes upward through a blanket of suspended floc and other solids before it leaves the chamber at effluent weirs or launders.

Jan 1, 1984

By Silvano Perla

Peabody Western Coal Co. operates two mines in northern Arizona. The Black Mesa and Kayenta coal mines are unique for several reasons. They both have only two customers: Southern California Edison’s Mohave generating station near Laughlin, NV and the Navajo generating station near Page, AZ. Both mines are close together. Between the two, they ship nearly 11 Mt/a (12 million stpy) of coal. Material is shipped to the power stations in two ways. This first is a 440- km-long (273-mile-long) underground slurry pipeline, the longest in the world. The second is an 11 -km-long (17-mile- long) long conveyor to four storage silos. Product is then shipped by train from the storage silos to the plant sites. Another factor makes these mines unusual. They are both situated in the middle of the 68,795km2 (17 million- acre) Navajo Reservation, home to the Navajo Nation and Hopi Tribe members. Nearly 90% of the Black Mesa and Kayentamines’ 850 employees are tribe members. Peabody Western Coal is the United States’ largest private employer of Native Americans.

Jan 1, 1995

By Anthony J. Peach

With the new generation of so called "Super TBM", we would all expect to witness the implied super-performance. In some instances this is occurring, but one must ask why is it not occurring in the majority of applications? For hard rock TBM related projects, we are observing a decrease in the volume of projects in the previously traditional areas such as North America and Western Europe and an increase in Asia (Hong Kong, Indonesia, China, Korea etc). As a consequence less experienced contractors are acquiring the latest ultra high power equipment, without the knowledge necessary to achieve optimum performance. The interdependence of TBM and muck removal systems has been assessed with emphasis on the emergence of the continuously extending conveyor technology, as a means of achieving dramatic productivity increases. The Australian system assessed here at the time of drafting this paper holds the world record tunnel excavation production of 2,166 metres. A little considered aspect of the adoption of conveyors is the associated improvement in safety.

Jan 1, 1995

By O. Ofor

Finely-ground hematitic ore, too high in silica (quartz) to be commercially viable, was treated by emulsion flotation. A three-component emulsion mixture was used at temperatures ranging from ambient (22° C) to 30° C, 40° C, 49 °C, 59° C and 68° C. The optimal emulsion dosage and composition at ambient temperature were used to determine that dosage for higher-temperature flotation tests. The crushed ore (100%, -8 mesh) was repeatedly washed with tap water, and the filtrate's ionic content was analyzed. The separation efficiency values (a measure of the selective separation and concentration of hematite from gangue minerals) demonstrated temperature dependence, with marked increases at temperatures above ambient. The optimal separation efficiency occurred within the range from 30° C to 60° C. The improved separation efficiencies at temperatures exceeding ambient are explained by quartz depression. This depression is attributed to: • the precipitation of quartz-activating cations, principally calcium and magnesium, at increasing temperature; and • temperature's effect on the collector's solubility and attachment to the aqueous hematite surface.

Jan 1, 1993

By A. Pavlides

The purpose of this study is to compare estimation methods for lignite reserves at the Amyndeo mine and to provide a map of the estimated thickness of the coal seams. The reserves are first estimated with the method of Voronoi diagrams, using a group of mirror points to close the polygons around the boundaries of the mine. The second estimation method is based on Ordinary Kriging using the Spartan variogram model. Finally, the reserves are estimated by the mean lignite thickness value of the drill-hole data Two data sets are investigated. The first one corresponds to an exhausted part of the mine. The derived reserves estimates are compared with the actual data obtained by the Public Power Corporation (PPC) to validate the analysis. The second data set extends over the entire mine, and it is used to derive an approximate estimate of the total lignite reserves. A geostatistical analysis of the total layer thickness is performed. An interpolated kriging map of the total thickness variation is produced accompanied by a map of the kriging uncertainty.

Jan 1, 2008

By A. Bascetin, A. Nieto

One of the most difficult problems in mining operation is how to determine optimum cutoff grades of ores at different periods over the lifespan of the mine that will maximize the net present value (NPV) of the mine. Cutoff grade optimization maximizes the NPV of a project subject to capacity constraints in the mine, mill and the market.. This paper describes the determination of a cutoff grade strategy based on K. Lane’s algorithm adding an iterative optimization factor calculated for every year during the live of the mine to maximize the project’s NPV. The introduced algorithm is a windows based program developed at Virginia Tech which coded in visual-basic within a spreadsheet environment (Excel). The resulting cut-off windows based program is a user-friendly tool which calculates interactively different mining cutoff grade scenarios. The benefits of the methodology are demonstrated using a hypothetical case study. The authors have observed an improvement of the total NPV using this iterative approach using a year by year optimization factor.

Jan 1, 2007

By H. J. M. Rose

Arising out of the world energy crisis and the increasing demand for nuclear fuels, the Elliot Lake operation of Denison Mines Limited is currently expanding its facilities to meet its increased contractual obligations of some 90,500,000 kg of uranium oxide between now and the year 2011. The mining of uranium is subjected to increasingly stringent environmental controls by governmental and associated agencies so as to safeguard the health of the employees. A heavy burden of responsibility is thus placed on the Ventilation Department to ensure, through efficient planning and good control, that satisfactory ventilation conditions prevail throughout the entire operation. Management realized at the outset of the present phase of this expansion, that the establishment of a properly organized and administered Ventilation Department would be essential to ensure that long term production goals are achieved within the numerous constraints imposed by existing legislation. The paper describes the formation of the department by recruiting technically competent, but largely inexperienced, ventilation personnel, their practical training programme, the departmental structure and the operational and control responsibilities of the ventilation staff.

Jan 1, 1980

By S. K. Kawatra, S. J. Ripke

During iron ore pellet production, bentonite clay is used as a binder. Typical pellet plants spend from $3 million to $5 million annually for the clay. If bentonite dosages could be reduced by using it more efficiently, a significant cost savings would result. If the binding mechanisms can be completely understood, procedures can be developed to use bentonite more efficiently. Classical bentonite bonding theory is based on the behavior of bentonite at low percent solids and high mixing shear rates. Under these conditions, bentonite was understood to expand, disperse into platelets, and dry into a bonding "film" or "gel." However, these are not the conditions that exist during pelletization, which is carried out at high percent solids and relatively low shear rates. In this paper SEM imaging was used to identify and explain the bonding mechanisms of bentonite on the surface of magnetite concentrate. It was determined that bentonite would form a fibrous network under the proper conditions and that the formation of these fibers corresponded with an increase in the bonding of particles by the bentonite.

Jan 1, 2000

By E. T. Balazs

Share of developing countries in world bauxite resources mining and processing. Technical assistance of the United Nations Industrial Development Organization to the developing world in the field of bauxite evaluation and processing. Review of selected projects of bauxite research and development aimed at creating indigenous capabilities in developing countries: "Assistance to the bauxite aluminium industry of the People's Republic of China". Project activities. UN inputs. Achievements. Follow-up. "Upgrading the scientific and technological capabilities of the Jamaica Bauxite Institute". Project activities. UN inputs. Achievements. Expected follow-up. Assistance to the establishment of an "Aluminium research, development and design centre" in India. Project activities. UN inputs. Achievements. Follow-up. "Establishment of an aluminium institute for research and development in Titograd, Yugoslavia". Project activities. UN inputs. Achievements expected. Second UNIDO group training on bauxite evaluation and processing to alumina October - November 1983 in Budapest, Hungary. Programme and coverage. Show of movie picture on organization and execution (15 minutes). Significance of UNIDO's assistance to the developing world in bauxite research and development. References.

Jan 1, 1984

By Bruce A. McKinstry

Introduction For many major mining projects the time frame from initial planning to production can be measured in decades. Hecla's Silver Shaft project, scheduled to go into production by the end of this year, includes a complete surface facility, shaft with an ultimate depth of 2.4 km (7,700 ft), complete ore pass and loading pocket system, and 610 m (2,000 ft) of development drifting and stope preparation. The project was conceived in the fall of 1979, and the duration of a mere four years from conceptual engineering to production is testimony to what can be accomplished when a mining company and a contractor work as a team rather than developing into two warring camps, as often happens. Engineering In 1979, Hecla Mining Co. awarded a contract to J. S. Redpath Corp. to perform feasibility investigations and design engineering related to a proposed new shaft facility at the Lucky Friday Mine. The Lucky Friday, in Mullan, ID, is a major producer of silver, as well as significant quantities of lead and some zinc. In late 1979, stoping was in prog-

Jan 10, 1983

By S. J. Knoll, D. F. Scott, T. J. Williams

Highly stressed rock in stopes continues to be a primary safety risk for miners in underground mines because it can result in failures of ground that lead to both injuries and death. Spokane Research Laboratory personnel investigated electromagnetic (EM) emissions in a deep under-ground mine in an effort to determine if these emissions could be used as indicators of impending catastrophic ground failure. Results suggest that (1) there is no increase in the number of EM emissions prior to recorded seismic activity, (2) some EM signals are generated during blasting, (3) interference from mine electrical sources mask seismic-generated EM signals, (4) EM emissions do not give enough warning (compared to seismic monitoring) to permit miners to leave a stope, (5) the distance an EM signal can travel in the rock is between 17.7 and 39.6 m (58 and 130 ft), and (6) current data acquisition systems do not differentiate between EM signals generated from seismic activity and random mine electrical noise. These results preclude monitoring EM emissions as precursors of impending catastrophic ground failure.

Jan 1, 2004

By Sigmund J. Sulinski

All Sanitary District contract documents for new tunnel construction permit the Contractor a choice of four (4) separate alternate tunnel sections. This is the result of a continuing District policy to encourage at all times the use of the most suitable construction techniques and to attract to District construction the broadest spectrum of proven capabilities. Figure 1 indicates the alternate tunnel sections allowed on District contracts as follows: 1. A horse shoe section, ribbed and lagged, and a poured reinforced concrete tunnel liner; 2. Circular section, ribbed and lagged, and a poured in place reinforced concrete tunnel liner; 3. Circular section, ribbed and lagged, and a precast reinforced concrete pipe liner grouted in place; and 4. Circular section, no temporary lining, and a precast reinforced concrete pipe liner to be jacked in place. The Sanitary District now has in operation 10,500' of 5'6" I.D. and 6,500' of 5'0" I.D. jacked tunnel. An additional 5,600' of 7'6" I.D. jacked tunnel is currently under construction.

Jan 1, 1997