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By S. K. Mishra, R. L. Lytton, D. Sinn, D. Saylak

Calcium chloride is widely used for dust control on unpaved roadway surfaces, in base course stabilization, full depth reclamation and for total reconstruction of asphalt roads. Fly ash produced from coal-burning electric power plants have also been used in road construction. This paper examines the synergistic effect of calcium chloride and fly ash on compaction density and strength development of unpaved roadways. A mathematical model has been developed which provides excellent agreement with the experimental data. Based on these results, the potential of calcium chloride - fly ash treatments for typical mine road construction is discussed.

Jan 1, 2004

By Peter J. Borchardt, Helen M. K. Andersson, Donald A. Bruce

Grouting is a useful engineering tool for tunnels throughout the world. A wide variety of methods and materials are used, reflecting the broad range of geological, hydrogeological, and structural demands. Most tunnel grouting is conducted with cement, which produces acceptable results in appropriate conditions. However, there are cases where such grouts are not practical, but polyurethane grouts can be extremely useful. Regretfully, these grouts are frequently poorly understood, leading to improper application and therefore poor results. This paper provides a fundamental overview of their application, both used individually and in combination with cement. Case histories from Scandinavian practice are cited.

Jan 1, 2001

By Lyman H. Hart

Michiquillay is a major copper deposit situated about 70 km (44 miles) northeast of Cajamarca in northern Peru (Fig. 1). It occurs largely in quartz monzonite in a shatter zone produced by the intersection of northwest- and northeast-trending fault systems. The geology is described by Hollister and Sirvas (1974). The ore deposit was drilled in 1963-1964 by Asarco, with results indicating a resource of 575 Mt (634 million st) averaging 0.72% Cu-0.03% Mo. A decision to bring the project to production has been deferred because world capacity to produce copper has been more than adequate to serve world requirements since 1964. The chain of events leading to the discovery of Michiquillay was set in motion by a decision by the management responsible for the Chilete mine to undertake an investigation of the surrounding area for a possible supplementary source of mill feed to bolster its decreasing lead-zinc reserves. Chilete, located 100 km (62 miles) inland from Pacasmayo, is the most northerly, important mining project in Peru, and little was known of the mineral potential north and east of that point. Relatively unimpressive reports of Colonial silver mining had attracted little investigation, and little was known of the regional geology. One study by Benavides (1956) had been made of the Cretaceous in the region of Cajamarca.

Jan 1, 1991

By Enrique Farjeat P.

Mexico City's growth has encourage development of underworks to meet drainage and transport requirements. Deep Drainage System has been constructed through a complex tunnel network, 108 km in total, varying from 30 to 12 m in depth and 6.24 or 4.00 m in diameter. Wide range of stability conditions presented in soils has forced the use of several tunnelling methods, going from the manual procedure by the use of pneumatic tools, to slurry shields, or open face shields, with the aid of or without compressed air. For transport, subway tunnels have been excavated in very compact silty sands, 9.15 and 9.51 m in diameter, with the use of open shields one of which was designed by Mexican engineers as a prototype machine. This paper tries to describe evolution of tunnelling methods used in Mexico City during last 20 years.

Jan 1, 1991

Contents

Jan 1, 1985

By John H. Fowler

The 30th Forum on the Geology of Industrial Minerals will be held in the historical seaside city of Halifax, Nova Scotia, from May 22 to May 27, 1994. The Forum will be co-hosted by the Provinces of New Brunswick and Nova Scotia, two of Canada's East Coast Provinces, both having a long tradition of industrial mineral production. Two previous Forums, the 19th in Toronto in 1983 and the 27th in Banff in 1991, offered delegates the opportunity to see industrial minerals in central and western Canada. The 30th Forum will take you to Canada's east coast completing the picture of Canada's industrial minerals from coast to coast.

Jan 1, 1995

Reclamation of surface mines is a crucial environmental issue and a key challenge to the worldwide mining industry. One of the goals of reclamation is to ensure that the area is left in a condition permitting safe future use. Hence, the reconstruction of open pits, waste piles and tailings dams must satisfy appropriate geotechnical stability and safety conditions for the planned use. Landscaping in the final stages is highly relevant as the topography around the mining areas is sometimes dramatically modified by ore extraction. The reclamation strategies must be applied not only after ore exhaustion, but also during its extraction. This is a sound business strategy that leads to considerable environmental benefits and increased security of the mining operations.

Jan 1, 2003

By Mark A. White

Surface mining of multiple seams by mountaintop removal and contour mining is complex in Appalachia. Arch of West Virginia, a division of Apogee Coal, has made its operations state-of-the-art to cope with this challenge. Arch of West Virginia moved into the heart of coal mining in Appalachia when Arch Mineral acquired coal reserves and coal operations in the southern West Virginia counties of Logan and Wyoming. These reserves were initially developed at the turn of the century as underground operations. Today, though, they are mined using mountaintop removal and contour mining. The steep slopes in the mountains of Appalachia generated a method of mining referred to as contour mining. During the late 1960s and early 1970s, contour mining was introduced at these operations using front-end loaders with bucket capacities of more than 7 m3 (10 cu yd) that could load 45-t (50-ton) end-dump trucks.

Jan 1, 1995

By Safdar A. Gill

The technique of installing small diameter caissons (drilled piers) through soft clays and water bearing ganular soil is well established for constructing building foundations. Over the past few years, the method has been utilized for constructing a large number of shafts extending into rock for the Chicago's Deep Tunnel Project. This paper will discuss design considerations for obtaining the most economic ground support system, the impact of construction procedures on the support and lateral pressures for design. Construction procedures will be described along with performance of the shafts.

Jan 1, 1981

By Eugene F. Casey

The next ten to fifteen years will be exciting ones for the construction industry because three city agencies alone have started or will start, on tremendous expansion programs, the cost of which will exceed a total of four billion dollars. The major portion of this work will be done by the use of tunnelling methods. *Tunnelling is construction by any method of a covered cavity of predesigned geometry whose final location and use under the surface, whose cross-sectional area is greater than two sq. meters. The New York City Transit Authority's expansion program will provide for approximately 52 miles of new subways. The Board of Water Supply has already started on City Tunnel No. 3 which, when completed will provide the City with enough water until the year 2000, and the Board of Water Resources has embarked on a tremendous program to clean up the surrounding waters. Yes, these will be exciting years, particularly when one reads about the new novel exotic methods of rock breaking and disintegration, coupled with the new methods of soft ground tunnelling.

Jan 1, 1997

By Ted M. Noskiewicz, James A. Ramsay

INTRODUCTION During the various stages of an underground project from inception through design and construction, probably the single factor of most interest and concern is the nature of the ground. The ground conditions more than any other item govern costs and feasibility; and although the methods available for assessing the ground have become increasingly reliable during the past thirty years, it is still very difficult in many cases to predict the behaviour of soil and rock during and after excavation. To help in this ground evaluation process, we have frequently supplemented the boring program with one or more large diameter inspection holes; and during the past eighteen years, seventeen of these holes have been constructed on tunnel projects which we have designed. There are references in the literature to similar inspection holes (1); however, as far as we are aware, no detailed description of them has been published. The behaviour of soil or rock during and after excavation and the effect of ground water on tunneling operations are of vital interest to tunnel designers and contractors. A comprehensive geotechnical investigation is therefore among the early and most important tasks carried out on a tunnel project and the backbone of every geotechnical investigation is the boring program. A series of borings, typically 50 to 100 mm (21 to 4 in) diameter, are drilled from which soil samples or rock core are recovered and the ground water observed.

Jan 1, 1979

By Luigi P. Gonano, John C. Sharp

The Drakensberg Pumped Storage Scheme in South Africa with an operating head of 500m is located in sedimentary rocks containing relatively weak argillaceous strata. The paper describes design and construction aspects of the high pressure concrete-lined tunnels, and the associated investigation techniques and construction controls.

Jan 1, 1983

By G. S. Brierley, R. D. Drake, J. E. Kelley, J. C. Kellogg

This case study embodies the problems of an underground project under current contracting practices. It will provide a realistic framework for a structured examination of the anatomy of a major complex underground project. Just as it will illustrate the frustrations of the parties to an underground contract, it will also provide a means to examine potential opportunities to provide a better way to develop underground space. Urban Transit Authority (UTA) had planned to expand their heavy rail underground transit system through an extension to an existing line. UTA lacked sufficient funding to guarantee the construction and operation of this planned extension. Venture Partner Associates (VPA) in conjunction with four major department stores entered into an agreement to create a major underground space for a commercial/recreational facility. The concept was to locate the facility adjacent to a planned station and beneath existing aboveground office facilities. This group was known as Commercial Development Corporation (CDC). UTA had reached an agreement with UMTA to provide 20 percent of the line and station costs. UTA then entered into an agreement with CDC to provide the needed additional funding for the station work in return for locating the station adjacent to the planned underground commercial/recreational complex. The agreement called for CDC to contribute 20 percent to the station cost to a maximum of $25 million plus a one percent contribution from commercial/recreational revenues for operating costs.

Jan 1, 1989

By R. K. Singhal, R. D. Lama

Underground coal mining systems have kept pace with developments that have occurred in other types of mining. A diversified group of machines are now available with high horsepower motors, built-in microprocessor technology, and numerous options to satisfy miners' needs in various geological environments. The results will be a greater degree of mechanization and recovery of coal from inclined seams, thins seams, and seams mined in lifts from shallow as well as deeper deposits. This article is based on a general suvey carried out by the authors to detemine the current status of mechaniztion and systems development in underground coal mining. It indicates that the next two decades will see increasing use of longwall mining, which has already reached a high degree of sophistication. Automation, remote control, and robotics are the key words of the future. Data transmission from underground to surface and over long distances will be almost routine. Many components of the high technology industry that are just being considered by the mining industry regarding equipment health and perform¬ance monitoring, quality control, application of expert systems, and computer networking will become a routine part of underground mining technology. Within the next 21 years, "manless" mining, first attempted about 25 years ago, will become a reality. References to any trade name are meant to aid understanding of the text and do not imply endorsement by the authors or their users. Current coal face developments Developments in underground mining equipment, its application, and associated technology have made phenomenal progress compared to those in other types of mining. Room-and-pillar systems, on one hand, and longwall mining, on the other, have sophisticated equipment at their disposal. Both of these systems have become highly productive, with output per manshift about 50% higher than that achieved a decade ago. Continuous miners continue to be the mainstay of room-and-pillar coal mining. Numerous developments, how-

Jan 1, 1989

By J. G. Mansanti

The metallurgical response of a deposit's various ore types usually has a strong impact on the flowsheet design of most mineral processing plants. This impacts the materials handling, equipment selection, capital and operating costs, and plant availability. Because of the rapid leaching characteristics of Chimney Creek ores a variation of the conventional gold plant, carbon columns and CIP was proposed. The proposal consisted of a washing stage which was installed between the typical leaching and CIP stages. The circuit was simulated in the lab and was modelled using a computer program to evaluate the metallurgical impact and the effect on the system's mass balances. Also, actual plant data was reviewed comparing the results that were achieved with the results that were expected.

Jan 1, 1988

By George Wilson

As the economic and environmental attractiveness of conveying coal and ore slurries by pipeline increases, greater attention has been given to designing and selecting components for these pipeline systems. Pumps are one critical element in pipelining. Pumping slurries is a particularly arduous task, calling for special design and construction. The first article in this two-part series describes some factors to consider when selecting pumps to resist abrasive wear.

Jan 9, 1981

By Wolfgang H. Roth, Stephen J. Navin, Samuel K. Louis, Anthony F. Stirbys

This paper presents a case history of the design and construction of the access shaft and cross adit utilized to gain access to the Los Angeles Metro Rail tunnel alignment, at the A146 Contract site. The access shaft, a 14 m (45 ft) inside diameter structure, was constructed using ring beams and lagging with concrete backfill to a depth of 18.59 m (61 ft). The cross adit was hand excavated in sequential benches using liner plate, arch ring beams, and posts for support. The sequence of excavation and support placement are discussed. Soil conditions encountered at the project site are discussed together with the development of the design criteria. Instrumentation data collected during the excavation are also presented.

Jan 1, 1989

By A. C. Lyons

The presentation describes the history, preliminary report, site investigation, including examination of old records, design of tunnel including choice of levels, alternative linings and working sites, the preliminary contract involving shaft sinking on the site of the Tower Block; design modifications, the main contract, including shaft sinking, ground treatment, compressed air installation, machine tunnelling, tunnelling enlargements for chambers, waterproofing and equipment.

Jan 1, 1981

By Thomas F. Pugsley, Wilf J. Davies, James Gallagher

Falconbridge Limited is developing a major nickel mine at Craig which lies between 600 m, 915 m and 1500 m below surface and is accessed on the 600 m and 1250 m levels of Onaping Mine. To supply adequate ventilation for mine development and initial ore production, two raises, 1200 m long are to be driven in norite and granitic gneiss. Falconbridge has purchased a Robbins 97RL Raise Drill and a string of 330 mm drill pipe to ream these raises in 600 m legs at diameter. The paper describes the introduction of deep hole, large diameter raise boring technology into Falconbridge operations involving contractors and specialists in the technology.

Jan 1, 1989

By K. N. Hebbar, R. G. Reddy

Spent potliners (SPL) were declared hazardous waste under RCRA (K088) in July, 1990. The glass formation characteristics of the SPL was studied. The SPL glassy matrix were analyzed using X-ray diffraction and optical microscopy. Results showed that SPL can be fixed in a glassy matrix with the addition of sand and limestone. The optimum amounts of additives were determined for obtaining the best glass formation characteristics.

Jan 1, 1995