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Jan 1, 1918

John P. Thomas, President. B. W. Snodgrass, Secretary-Treasurer. San Andrews, mine boss, Morley. Richard Bickerton, Tabasco. E. P. Bayles, superintendent, Cokedale. Clyde Campion, parting tender, Valdez. O. C. Cook, 406 East Seventh, Street, Trinidad. James Cameron, superintendent, Hastings. Charles Chambers, superintendent, ,Sopris. Arthur Dennison, Trinidad. Samuel Dean, mine inspector, Delagua. F. S. Dunlevy, assistant engineer, Hastings. L. R. Douglas, assistant engineer, care Danford & Sanderson, Trinidad. W. E. Danford, superintendent, Segundo. M. O. Danford, superintendent, Cedar Hill Coal & Coke Co., Trinidad. John Dougherty, mine foreman, Morley. J. C. Davidson, timberman, Valdez. William Easton, fire boss, Valdez. George Fortune, electrician, Primero. D. J. Griffiths, chief mine inspector, Trinidad. J. E. Hanes, assistant engineer, Hastings. Joseph Haske, superintendent, Primero. O. C. Erwin, electrician, 714 Pine Street, Trinidad. R. J. Jinkins, superintendent, Morley. Thomas jolly, superintendent, Gray Creek. James Jamieson, assistant mine boss, Valdez. James Kilpatrick, fire boss, Tobasco. L. M.. Kuhns, first-aid miner, care Mine Safety Car No. 2, Trinidad. William B. Lloyd, 404 East Seventh Street, Trinidad. J. C. Lawrence, machinist, Starkville. R. A. McAllister, mine inspector, Trinidad.

Jan 1, 1913

By Paul D. Merica

Jan 1, 1932

By Hommert P. J, Brown B

Early attempts at estimation of stress wave damage in blasting by use of finite element analysis met with limited success due to numerical instabilities that prevented calculations from being carried to late times. An improved damage model based on microcrack growth in tension allows finite element calculations which remain stable at late times. Estimation of crater profiles for blasting experiments in granite demonstrate successful simulations with this model.

Jan 1, 1990

Photographs of Officers

Jan 1, 1923

NORTH AMERICA ALASKA Anchorage.-Ames, M. B. Culver, H. W. Fiedler, H. L. Geehan, R. V. Langneas, O. O. Layfield, R. A. Parent, A. Saarela, L. H. Strandberg, H. Candle.-Robbins, J. S. Chichagof.-Russell, J. C. College.-Fox, E. F. Joesting, H. R. Lyman, R. F. Smith, M. C. -Wilcox, H. G. Douglas.-Cahill, W. E. Fairbanks.-Adams, J. M. CANADA Canadian Army Overseas.¬Ball, H. D. Bridges, O. Butterill, H. J. M. Lane, H. C. Millar, W. A.

Jan 1, 1942

By P. E. Weidmark

"PART 1-Published PapersAllcott, G.A., and Archibald, D.E.; ""Description of pillar behaviour at Heath Steele Mines""; Can Min Metall Bull; 74:834:80-87; 1981.Baar, C.A.; Discussion of Theme 1: ""Physical properties of intact rock and rock masses""; Proceedings 3rd Congress Intnl Soc of rock Mechanics; 3:32-33; 1979.Baar, C.A.; Discussion of Theme 1: ""Physical properties of intact rock and rock masses""; Proceedings 3rd Congress Intnl Soc of Rock Mechanics; 3:37-38; 1979.Baar, C.A.; Discussion of Theme 1: ""Physical properties of intact rock and rock masses""; Proceedings 3rd Congress Intnl Soc of Rock Mechanics; 3:38; 1979.Baar, C.A.; Discussion of Theme 1: ""Physical properties of intact rock and rock masses"" ; Proceedings 3rd Congress Intnl Soc of Rock Mechanics; 3:41; 1979.Baar, C.A.; Discussion of Theme 1: ""Physical properties of intact rock and rock masses""; Proceedings 3rd Congress Intnl Soc of Rock Mechanics; 3:42; 1979.Baar, C.A.; Discussion of Theme 1: ""Physical properties of intact rock and rock masses""; Proceedings 3rd Congress Intnl Soc of Rock Mechanics; 3:46; 1979.Baar, C.A.; Discussion of Theme 2: ""Tectonophysics""; Proceedings 3rd Congress Intnl Soc of Rock Mechanics; 3:60; 1979.Baar, C.A.; Discussion of Theme 4: ""Underground openings""; Proceedings 3rd Congress Intnl Soc of Rock Mechanics; 3: 116; 1979.Baar, C.A.; Discussion of Theme 4: ""Underground openings""; Proceedings 3rd Congress Intnl Soc of Rock Mechanics; 3:116-117; 1979.Baar, C.A.; Discussion of Theme 4: ""Underground openings""; Proceedings 3rd Congress Intnl Soc of Rock Mechanics; 3:117; 1979.Baar, C.A. '; Discussion of Theme 4: ""Underground openings""; Proceedings 3rd Congress Intnl Soc of Rock Mechanics; 3:118-119; 1979.Baar, C.A.; Discussions (2) of Theme 4: ""Underground openings""; Proceedings 3rd Congress lntnl Soc of Rock Mechanics; 3:119; 1979.Baar, C.A.; Discussion of Theme 4: ""Underground openings""; Proceedings 3rd Congress Intnl Soc of Rock Mechanics; 3:120-121; 1979."

Jan 1, 1982

NORTH AMERICA ALASKA Anchorage,-Ames, M. B. Culver, H. W. Fiedler, H. L. Fox, E. F. Gallemore, W. A. Kreitlow, E. J. Layfield, R. A. Saarela, L. H. Strandberg. H. Candle,-Bobbins, J. S. College.-Fackler, W. C. Joesting, H. R. Swift. R. E. "Wilcox, H. G.. Crooked Creek-Lyman. R. F. Fairbanks.-Beistline, E. H. CANADA Canadian Army Overseas,¬ Ball, H. D. Brides, C. Butterill. H. J. M. Ladner, F. E. Lane, H. C. Millar, R'. A. Murchison, R. G. Passow, F. M. ALBERTA Calgary-Allen, R. E. de Hart. J. B. Dingman, C. W. Furnical. G. H. Gray, J. G.

Jan 1, 1943

By Matt Schuett

Antamina Mine Facts • Surface Water Design Principles • Drainage Areas • SEDCAD Modeling • Impacted Runoff Collection • Clean Runoff Collection • System Flexibility • Outfall Construction

May 1, 2004

By Thomas T. Read

Jan 1, 1913

By Robert Marchand

_ North-western Quebec _ Bousquet mining district _ 21 M oz mining camp _ 100,000 t/yr (400 t/d) _ Shrinkage : 52 % _ Longhole : 40% _ Development : 8% _ 5 days/week _ 120 employees _Discovered in 1936. _12 changes of ownership. _Exploration & development : 1987 _Commercial production : 1990 _Shaft deepening : 1995 _Internal shaft : 1999

Oct 1, 2001

?Hydrothermal breccias-genetic models ?Deep drilling-underground potential ?Deposit variety-test new ideas Exploration Summary

May 1, 2006

By W. J. Kroll

Jan 1, 1960

By Knevitt L. T

PART 1Details of Kiewa Scheme.Introduction.Topography.Preliminary Investigations.Geology.Description of Project.Details of Main Works.Main Transmission of Power.Construction Facilities.PART 2Underground Works.Summary of Projected Works.Administration.Labour.Surveying.Safety and Accident Prevention.Medical Attention and First Aid.PART 3No. 4 Head Race Tunnel.Summary.Geology.

Jan 1, 1950

By R. Schuhmann

Jan 1, 1965

The meeting was called to order in the Albany hotel, with the President, John B. Marks, in the chair. At the request of the Secretary, the chairman brought before the Institute the question of a reorganization of the finances and system of conducting the Institute, explaining that, although the Institute is in good financial shape and the meetings are of great interest and are attended by a large and serious minded membership, the Institute is getting so large and of such value to the operators that it should be taken over by the operators, conducted by some man elected by and from the operators, and its financing put on a definite basis. At present, it was explained, the Secretary, not a coal operator nor interested in operating, arranges and conducts all meetings and finances the Institute from three sources: the very low dues, the advertisements published in the Proceedings, and by direct solicitation of contributions among the supply and machinery houses. Mr. James Dalrymple spoke vigorously on the need of having the Institute entirely free from any taint of commercialism. Upon motion by W. D. Brennan, seconded, a committee of four, one to represent each State, was voted. Appointment of this Committee was deferred temporarily. The reading of the minutes of the previous meeting was then called for, but upon statement of the Secretary, that the minutes were published in Volume 2 of the 1925 Proceedings, they were dispensed with. The Secretary-Treasurer's report was made informally inasmuch as the last report had not yet been audited. In brief, the Secretary reported on a cost of approximately $1,600.00 a year to publish and send out the Proceedings, an expense of approximately $1,800.00 to care for the Denver meeting, and an expense of approximately $1,200.00 to care for the summer meeting. The Secretary's salary of $25.00 a month has not been collected, but a certain portion of this has been used for stenographic expense. The Secretary asked for expression from the floor regarding the advisability of continuing the publication on the present elaborate plan. Mr. Gibson, Mr. Marks, Mr. Whiteside, Mr. Littlejohn, Mr. Dick and others spoke positively on the value of the present form of the Proceedings, and urged that no changes be attempted in this. Upon motion of Holbrook Mahn, it was moved, seconded and carried that E. H. Weitzel and W. F. Murray be made life members of the Institute in recognition of their services in the organization of the Institute, placing them with Floyd W. Parsons as the original organizers of the Institute. Mr. Murray spoke briefly in acknowledgment of the courtesy. Mr. Weitzel's words are included in the discussion A letter was read from George B. Pryde relative to the present emblem of the Institute. Upon motion by Mr. C. W. Sinclair, seconded by Mr. Dalrymple, it was moved that the consideration of a new emblem be

Jan 1, 1926

By R. T. DeHoff

A general method for determining the geometric properties of structures composed of particles which are all the same shape and size is presented. The application of the method requires a knowledge of' the qualitative shape of the particles in the structure, ad a maximum of three simple counting measurenzents, which are made on a representative plane section taken through the structure. It is also shown that the number of different kinds of measurements necessary JOY the complete description of the structure can be decreased if some independent information about individual particles is available. The geometric properties that can be determined quantitatiz~ely from counting measurements for susch structures are size, shape, number, surface area, vlolume, ad such extensive properties as volume Mction and surface area per unit volume. THE simplest kinds of measurements that may be made on a metallographic section are counting measurements. There are three such simple counting measurements, which are determined by sampling the microstructure with a point, a line, and an area. The first of these, the point count, is probably the most familiar among metallographers. The second count, the number of intersections a test line makes with particle outline, is somewhat more recent in its origin and application. The third counting measurement, the number of particle sections observed in unit area of the plane of polish, has long been used in the estimation of grain sizes. The real utility of these three counting measurements lies in the fact that they are rigorously and unambiguously related to certain extensive geometric properties of the three-dimensional structure of which the metallographic section is a sample. These relationships will be reviewed briefly below. Of somewhat secondary importance to the fundamental relationships is the observation that, if some simplifying assumptions about the geometry of the three-dimensional structure are introduced, manipulation of the counting measurements gives a more complete description of the structure. Specifically, in addition to the extensive properties which these measurements rigorously estimate, the number of particles, their size, and their shape may be determined. The purpose of the present paper is to explore the consequences of introducing the assumption of constant size and shape. A later paper will deal with the estimation of geometric properties of structures which may be characterized by a two-parameter size distribution. It should be mentioned that the introduction of this simplest of assumptions, while clearly not generally justified in metallurgical structures, is not without precedent. For example, many estimates of the number of particles per unit volume of structure, based upon a single counting measurement, are scattered throughout the literature.13 Virtually all of these developments assume a constant particle shape, e.g., spherical or polyhydral, and constant size. That such an assumption is necessary is evident from the fact that, for more general structures, more than a single parameter is required to describe the three-dimensional structure, so that the determination of a single parameter on a section would be insufficient to specify the structure. Similar developments for the estimation of particle size from a single counting measurement, e.g., routine grain-size determinations, make the same very limiting assumption,435 but have nonetheless proven of practical value. The present paper embodies a generalized approach to the development of relationships among the two-dimensional counting measurements and the three-dimensional geometry of the structure, subject to the assumption of constant particle size and shape. It is the hope of the author that by presenting the relationships and the assumptions involved in dealing with this approximation, in a single, unified treatment, the reader may be impressed with the usefulness of the counting measurements, may be guided in their application to the estimation of details of the geometry in specific structures in which he may be interested, and may be moved to apply the results, with understanding, to new structural problems. Several authors6, 7 have demonstrated independently that it is possible to obtain unbiased estimates

Jan 1, 1964

By FREDERICK L. WARD

This paper , describing the operation of the Ward Sand and Gravel Co.'s plant at Oxford , Mich . , is one of a series being prepared for and published by the United States Bureau of Mines on methods and costs of mining and preparing sand and gravel throughout the United States . These papers are designed to disseminate technical information regarding the methods used . The cost tabulations represent local operating expenditures only and not total production costs . It is recognized that publication of total costs might in some instances cause embarrassment to individual producers as well as to the industry as a whole . On the other hand , operating costs are essential to the technical discussion and study of the methods employed . The attention of the reader is specifically called to this differentiation in order that no misunderstanding of the scope of the cost tabulations shall ensue . The plant described is a dredging operation with many unique features ; especially noteworthy are the mining of the sand and gravel with hydraulic jets operating on the principle of a water ejector , the unusual construction of the dredge and the self- unloading barges that tend it , the transportation of the sand and gravel to shore in barges instead of in pipe lines , the large storage capacity of the plant , and the fact that all material goes into storage before being shipped .

Jan 1, 1932

By Priscilla Messias Pereira, Wellington Bonelar dos Santos, Alex Dalapicola Veronez, Maurício do Santos Rocha Junior, Leandro Resinentti Zanon

The pelletizing process allows inputs to be added to the mixture resulting in better control of the physical, chemical and metallurgical characteristics desired by the pellet. Anthracite is incorporated as input of the pellets as an alternative form of fuel, making the burning more homogeneous, "from the inside out", benefiting the physical resistance of the burned pellets and aiming to reduce the cost of natural gas during the stage of hardening. However, the amount of anthracite should not exceed an optimum value, which may cause an adverse effect on the physical quality of the pellets. Hence, it is very important an accurate control of the coal dosage. Based on that, the present study presents the implementation of a control using advanced control system that applies, using linear regression of historical data, the optimum relationship between anthracite and ore (respecting the physical quality of the pellets during processing in pelletizing furnaces). After the implementation of this control, it was possible to adjust the anthracite dosage automatically, measured in percentage of fixed carbon in the mixture, when the process is able, thus reducing the specific consumption of natural gas.

Oct 1, 2019