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By J. Owens

The methodology of quarrying changed significantly in the Indiana Limestone industry in the sixty years between September 11, 1941, the date of the Pentagon groundbreaking ceremony and September 11, 2001 when the building was damaged by American Airlines Flight 77. So too, though to a lesser degree, did the machinery and methods used to fabricate the stone. The rededication ceremony on September 11, 2002 marked the end of the Phoenix Project, as the rebuilding effort was named. The story of this remarkable project illustrates what the American construction (and Indiana Limestone) industry can accomplish when working toward a common goal.

Jan 1, 2004

By G. Chi, M. C. Fuerstenau, R. C. Bradt

Reduction of the total energy expenditure in mining and ore preparation processes was achieved by redistribution of the energy from the crushing and grinding steps to the blasting operation. Reducing the burden/spacing distance by 25% or increasing the charge length by 25% during blasting results in significant energy savings in subsequent comminution processes. The energy cost of mining and comminution is reduced by up to 10%.

Jan 1, 1995

By James F. ` King

This paper reviews the changes which have taken place in the supply of smelter-grade alumina and refinery-grade bauxite over the past twenty years. It highlights the current situation and identifies some trends which are to be expected in the medium- and longer-term future.

Jan 1, 1986

By Hisakazu Matsushita, Yoshio Yamaguchi

INTRODUCTION Shinkansen, operating 1,176km between Tokyo and Hakata, transports 340,000 passengers a day. Presently, the 466km Tohoku Shinkansen linking Tokyo and Morioka and the 270km Jyoetsu Shinkansen linking Omiya and Niigata are under construction. It is progressing smoothly and 95% of the civil and architectural construction has already been completed.

Jan 1, 1981

By David E. Thompson, Edward S. Plotkin

The Massachusetts Bay Transportation Authority (MBTA) Red Line Extension Northwest is nearing the final stages of construction. The 3. 1 mile extension of the Red Line from the existing Harvard Square Station in Cambridge, Massachusetts to Alewife Brook Parkway in Cambridge, includes a large, near surface, hard rock, rapid transit chamber at Porter Square in Cambridge (Figure 1).

Jan 1, 1983

By Tien H. Wu, Pinnaduwa H. S. W. Kulatilake

The concepts of conditional probabi1ity and geometrical probability are used to establish a relation between the probability density of the trace length and the probability density of the discontinuity diameter. The discontinuity is represented as a thin circular disc. A numerical solution scheme is used to obtain the probability density of the disc diameter from the probability density of the trace length. An example was used to illustrate the possibly large difference between the mean discontinuity diameter and the mean trace length.

Jan 1, 1986

By C. D. Breeds, F. E. Valencia, J. H. Pye

The "FIRST AUTOMATIC SHOTCRETE TECHNIQUE" (F.A.S.T.) system, provides safe, efficient methods of remotely lining, shafts/raises. Two systems are available; one system will be used to shotcrete a 3.04m (10-ft.) diameter ventilation raise at a mine in Mexico; the other system incorporating remote control and sensing devices will to used to shotcrete ventilation raises from 2.75-4.9m (9-16 ft.) in diameter. This paper describes development of the system, from idea to field use.

Jan 1, 1981

By Kenneth N. Han

The authors investigate the use of froth flotation to remove carbonaceous material from Carlin gold ore. They also study the effect of type and concentration of various oils as flotation collectors and of sodium silicate as the dispersion agent on the overall recovery of carbonaceous material. And they examine other variables affecting froth flotation efficiency, including particle size, pH of the solution and temperature. Han and Chen also investigate the effect of reduction and oxidation of carbonaceous material on froth flotation efficiency. This investigation showed that aromatic type oil was the most effective collector. And the authors also found that oxidized carbonaceous material was difficult to float unless the oxidized portion was subject to reduction before flotation.

Jan 1, 1990

By M. Kockler, S. J. Jung

Underground operations at the Rain Mine averaged 360 tonne/day (400 ton/day) utilizing underhand drift-and-fill and longhole stoping with delayed fill between 1993 and 2002. Mining from four ore zones produced over 803 800 ore tonnes (886 000 tons) at a grade of 9.32 gm/tonne (0.270 oz/ton). Even though openings in the ore could be as large as at 9 m (30 ft) wide, 30 m (100 ft) high, and over 60 m (200 ft) long, the weak rock surrounding the ore zones restricted development size to 3 m (10 ft) wide by 3.7 m (12 ft) high.

Jan 1, 2004

By J. R. Larsen

The perlite review arrived too late to appear in the June issue. Worldwide production of perlite in 1991 was estimated to be 1.7 Mt (1.9 million st). Events in Eastern Europe and the former Soviet Union caused reporting of production, consumption and reserves from those regions to cease. The US Bureau of Mines reported data only from the US and Greece. Together, the two countries produced about 701 kt (773,000 st), down from 739 kt (815,000 st) in 1990. US production of perlite amounted to about 547 kt (603,000 st) last year. US production was supplied by 10 companies operating 11 mines in seven western states. There are 74 plants producing expanded perlite in 33 states and in Canada. All the companies engaged in mining perlite are also expanding it.

Jan 1, 1992

By E. V. Kuzmin

The rock properties improvement means the exchange of natural properties: increase of stability, strain and compress tension, reduction of gas-liquid filtering property, increase Jung- module, other mechanical and physical parameters of rocks by injection the hardening materials, such as polymeric pitches, micro-or geocements by special technology under high pressure, to fill cracks. Flow of liquid materials between the rock units and hardening under high pressure create full redistribution of rock pressure in rock massif. There are many reasons to use this technology in underground mining, tunnelling, creation barrier technology in raioactive, chemical and other danger material site etc.

Jan 1, 1996

By Thomas H. Holley

This presentation will describe the underground excavation at the Bad Creek Pump Storage project. It consists of approximately 3,650 m of various size tunnels ranging from 4.2 m to 9.0 m finished diameter, a powerhouse cavern 45 m high by 135 m long by 22.5 m wide, and 422 m of 9 m diameter shaft. A total of 350,000 m of rock will be excavated, hauled, and placed in a submerged wier. Temporary rock support consisting of shotcrete and/or rockbolts is installed as required.

Jan 1, 1987

By D. W. Alexander

Mine fires, explosions, spontaneous heating and inundations are among the leading causes of catastrophes (unplanned, temporary sealing and recovery of major mines). Many reports are available that detail company efforts to re-establish mining operations and agency efforts to regulate away the causes, but the associated costs are rarely included. The increasing scale of coal operations concentrates earning potential and the financial risk of business interruption in fewer locations. Underground coal mine catastrophes are low probability, high loss events that happen nearly every year. This paper will present an evaluation of coal mine catastrophes from case studies.

Jan 1, 2003

By Charles E. Mergentime, J. Marshall Dean

Mergentime/Loram's extension of the Washington, DC Metro Subway System includes construction of dual 1,770-foot tunnels in soft ground, a crossover structure, a fan structure and pumping station, and other related work. This paper describes the overall construction requirements of the Contract, including subsurface conditions; Mergentime's value engineering of the tunneling and compressed air contract requirement; selection of the tunnel boring machine and backup equipment; installation of the compressed air plant; the manufacture, use and evaluation of the tunnel liners; and the tunneling performances during construction of the first tunnel.

Jan 1, 1985

By C. Romero, R. Mendoza

The SX-EW plant consists of three parallel trains with two extraction and two stripping stages, with the mixing chambers situated on the same side of the settlers, using a coalescing launder to direct the solution flow to the outlet weirs in the side as the mixers. In the tankfarm the loaded organic tanks will include a coalescing packed column to separate the aqueous entrainment. Organic from gunk will be recovered in a packed column, instead of a centrifuge. The EW plant utilize polymer concrete cells with permanent stainless steel cathodes with edge strips on side and bottom, without wax.

Jan 1, 1996

By A. B. Szwilski

The mineability and coal processing costs are influenced largely by the structural and physical properties of the coal seam. The mining process involves coal cutting, pillar support, crushing, and floating. A correlation between the rank, ash content, and coal strength/stiffness is discussed. The coefficient of variability of rebound tests on the face of various coal seams are compared with those of laboratory compressive strength tests by other investigators.

Jan 1, 1988

By S. Michael Feroz, Michael J. Britch, Frank S. Buehler

The City of Portland is constructing the Columbia Slough Consolidation Conduit as a part of its commitment to reduce combined sewer overflows into the Willamette River and the Columbia Slough. Known as “The Big Pipe,” the conduit has a 3.7 m. (12 ft.) internal diameter and is 5,640 m. (18,500 ft.) long. Construction Segment 1 of the project includes 250 m. (814 ft.) of reinforced concrete pipe (RCP) installed by boring and jacking. Five separate crossings were constructed beneath Union Pacific Railroad tracks and Columbia Boulevard, an adjacent arterial roadway. This paper describes the design and construction of these bored and jacked crossings.

Jan 1, 1999

By Isobel Clark

The four papers in this session illustrate two different directions in which computer graphics seem to be developing. The first of these is in the handling and storage of geological information. The increasing use of micro-computers with limited storage facilities has seen a concomitant increase in the need to store geological data in as efficient a form as possible. It has also seen a recognition of the particular types of data which are used in a geological or mining analysis. Unlike many other fields, observations of drill cores, geological interpretations, structure and many other variables require storage in a readily accessible form. The authors of two papers in this session deal directly with Geological Information Systems. They discuss the setup, the specification of such systems, and the practical uses of the systems once in operation.

Jan 1, 1989

By R. L. McNearny, K. A. Barker

A study was conducted to compare physical and numerical models of the block-caving mining method. Results from the numerical analysis closely simulated the blocky behavior of the physical model, including bridging and interlocking of the simulated orebody during draw. The draw-down patterns and the rate of draw developed during numerical modeling also closely simulated the physical models. An unexpected result from the numerical modeling was the development of a zone of downward deflection which preceded the development of the zone of material movement.

Jan 1, 1999

By D. D. Harbuck

The US Bureau of Mines investigated germanium and gallium extraction from an ore containing 0.089% Ge and 0.036% Ga. While previous researchers concluded that a reducing agent, such as SO2 is needed to extract germanium and gallium from such ore, this research showed that high extractions (87% Ge, 97% Ga) were possible using sulfuric acid alone, if the acid concentration were properly controlled. This control was achieved using a two-stage countercurrent leach circuit. Microprobe analyses revealed that the non-extracted germanium is in solid solution with quartz, and therefore cannot be leached with SO2 or sulfuric acid.

Jan 1, 1991