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By Luo Yang

A one-dimensional wave equation based algorithm for estimation of shaft and toe resistance of driven piles using High Strain Testing (HST) data is presented. The pile is represented by a uniform elastic bar, while the soil around the pile is assumed as a homogenized isotropic medium, and Smith model is adopted to represent soil-pile interaction in the wave equation analysis. In most cases, the displacement of pile particles along pile shaft is greater than recoverable soil deformation (i.e., soil quake in Smith model). Therefore, static shaft resistance could be reasonably assumed to be totally mobilized during pile driving. Smith damping factor is used to account for combined dynamic and rate effect. Force and velocity time histories measured at the pile head are used as input boundary conditions in an analytical solution of the one-dimensional wave equation. As a result, two unknown parameters, static shaft resistance and Smith damping factor, can be incorporated into the one-dimensional wave equation and determined analytically for the time duration prior to the first downward wave reaching the pile toe. Then, soil resistance and Smith damping factor at pile toe can be further determined. The advantage of the proposed analysis technique is that the Smith damping factor and the static soil resistance can be directly determined based on the closed-form solution of the one-dimensional wave equation, which is computationally efficient. Numerical examples are given to illustrate the use of the proposed method to determine the pertinent Smith model constants and the static resistances.

Jan 1, 2006

By Jorge Olivari Ortega

El presente texto señala la relación del inca Huayna Cápac con las arenas auríferas de Chuquimayo. Huayna Cápac, hijo de Túpac Inca Yupanqui y Mama Ocllo, fue el décimoprimer inca gobernante del Tahuantinsuyo (¿1493- 1527) que ordenó construir una estatua de oro puro, similar al del cuerpo de su madre ya muerta,en Mullucancha. Asimismo construyó adoratorios para los dioses Inti, Huiracocha e Illapa, a los cuales dotó de tierras, ganado y personal de servicio. Luego se casó con Cusi Rimay y retorna a Quito y Cuzco. Posteriormente muere Cusi Rimay y se casa con Rahua Ocllo, futura madre de Huáscar. Inicia una nueva campaña militar hacia el Collasuyo, llegando a la región de los Charcas, pasa a Chile y regresa a Cusco. De otro lado, en uno de los viajes de reconocimiento a tierras peruanas de Francisco Pizarro, Yupanqui se informa y ordena el traslado de los españoles a Tumibamba. En ese contexto, Diego Palomino, uno de los españoles en llegar, realizó un croquis de la zona yacimientos auríferos de importancia, ubicados en el territorio de los Pucamurus, son los de Tomaque, Aconipa, Picorana, Quipe y Santa Agueda, que no son explotados actualmente por falta de recursos hídricos.

Jul 1, 2016

By Edgar Roque, Edwin Cereceda

El presente trabajo pone en evidencia las ventajas de emplear el método de explotación por Bench and Fill, en lo que respecta a costos y rentabilidades. Dada la importancia de atender al control de la dilución y fragmentación tomando en consideración las variables generadas en la voladura, este artículo explica a los planificadores de minería —antes de diseñar, perforar y cargar un bloque de producción— cómo predecir y optimizar los efectos de la voladura en los costos de operación evaluando el comportamiento del macizo rocoso y zonificando los niveles a minar.

Apr 30, 2019

By Juan Carlos Zevallos

El presente artículo da cuenta de la puesta en marcha, en agosto de 2019, del proyecto que convirtió a Chuquicamata —una de las minas open pit de cobre más grandes y antiguas de Chile— en una ejemplar operación subterránea, moderna y sustentable, que aplica tecnología de punta. El autor ofrece detalles completos sobre los parámetros de esta operación, cuya explotación se realiza por medio de macro bloques, con el proceso denominado Block Caving. La operación cuenta hoy con una vida útil cercana a los 40 años y se han optimizado considerablemente los estándares ambientales, operativos y de seguridad.

Oct 30, 2020

By King R. L

Low-enthalpy geothermal groundwater resources occur at relatively shallow depths in the Upper Cretaceous/1'ertiary sedimentary sequence in the on-shore Gippsland Basin. The main stratigraphic unit containing hot groundwater is the Latrobe Group. Groundwater temperatures in the range 30 to 70¦C have been recorded from depths between 500 and 1000 m. The hottest groundwater is in the Latrobe Valley and Lake Wellington depressions. Geothermal gradients in these areas range from less than 2¦C/100 m to over 10¦C/100 m (compared to a world average of about 3¦C/100 m). A number of theories have been advanced to explain the geothermal anomalies including exothermic reaction such as oxidation of coal, mixing with deeper, hotter groundwater and high geothermal fluxes along fault zones. Variations in geothermal gradients can also result from type and thickness (and hence thermal conductivities) of the sedimentary pile, depth to consolidated basement rocks, and influence of groundwater flow patterns including proximity to recharge zones. The hot groundwater in the Gippsland Basin has substantial potential as a source of energy for direct heat applications such as process heating, space and water heating for buildings, and agricultural and aquaculture. Geothermal energy has a number of environmental advantages over traditional sources of energy. It is clean, safe, causes minimal land disturbances and in most cases is naturally renewable.

Jan 1, 1992

By Artur Augusto Martins

Este trabalho tem como objetivo apresentar o projeto de uma plataforma de cloud computing onde profissionais de diversos segmentos da metrologia, calibração, instrumentação e controle poderão cooperar entre si no desenvolvimento de metodologias de medição, análise numérica e automação. A plataforma permite o modelamento matemático e o estudo analítico e/ou numérico de processos utilizando recursos disponíveis de cloud computing e a apresentação dos resultados e geração de relatórios através de uma interface web. Através do desenvolvimento cooperativo de novos procedimentos para análise de dados, modelos de instrumentos e melhorias operacionais do sistema pretende-se que o mesmo aproxime-se cada vez mais de um LIMS totalmente funcional e que tenha maior aderência à norma ISO/IEC 17025.

Jul 30, 2018

By Suzane de Sant’ana Oliveira

A exigência atual de novos materiais com alta resistência mecânica levou a um aumento da pesquisa abordando os aços de alta dureza e baixa liga. Estes aços possuem características que os qualificam para uma elevada gama de aplicações, dentre as quais destaca-se o uso em blindagem balística. O estudo das falhas decorrentes à altas taxas de deformação apontam como principal causa o surgimento das bandas de cisalhamento adiabático. Este trabalho visa caracterizar a microestrutura de um aço de alta dureza e baixa liga, após a realização de um ensaio balístico com um projétil 7.62x51 mm perfurante (Pf). A análise superficial do material foi realizada por meio de microscopia eletrônica de varredura (MEV), onde pode-se observar a ocorrência de uma fratura após a formação da banda de cisalhamento adiabático (adiabatic shear band).

Aug 16, 2017

By George Carlos dos Santos Anselmo

O efeito de memória de forma tem como principal objetivo a recuperação da forma por meio de aquecimento acima das temperaturas críticas de transformação. Fitas das ligas Ti50Ni46Cu4 e Ti50Ni44Cu6 (% at) foram preparadas através do processo melt spinnig com velocidade da roda de 38 m/s e 50 m/s. A caracterização das fitas foi feita por Calorimetria Diferencial de Varredura (DSC) e Microscopia Eletrônica de Varredura (MEV). Foi observado que com o aumento da velocidade de rotação da roda de 38 para 50 m/s um refino de grão foi observado e as temperaturas de transformação diminuíram chegando à variação de aproximadamente 7°C. A solidificação rápida produz defeitos na estrutura da liga e, consequentemente, uma maior dificuldade de ocorrer as transformações de fase, bem como produz um refino de grão.

Aug 16, 2017

By Jesús Vizcarra, Arnaldo Ruiz, Luis Torres

Las características físicas del macizo rocoso son muy importantes en las labores mineras subterráneas y superficiales. La meteorización es un proceso físico, químico y orgánico que modifica la composición de la roca y tiene como resultado la alteración de la misma. En las labores mineras subterráneas y superficiales, el agua afecta al macizo rocoso, por lo que hallaremos el índice de durabilidad de la roca y mineral a través del ensayo del slake (abrasividad y desmoronamiento). El presente trabajo de investigación incluye las generalidades de la Minera Huínac S.A., los objetivos, equipos utilizados, base teórica, parte experimental y los resultados obtenidos.

Sep 20, 2019

By Josué Vílchez, Edgard Atencia, Manuel Vega

El presente trabajo de investigación desarrolla la propuesta del dispatch subterráneo orientado a la reducción de demoras en el carguío y transporte de mineral. Este sistema ayuda a obtener un mejor uso de los equipos, recolectar, almacenar y procesar datos, transformándolos en información confiable que permita tomar decisiones oportunas lo cual se traduce en aumento de la productividad y ahorros significativos. Tener un sistema robusto con pantalla que interactúa directamente con el operador nos va a permitir tener todo el detalle de la data, los estados del volquete y scoop, así como su disponibilidad y utilización.

Sep 29, 2023

The No. 2 Ore-shaft, at Mount Isa Mines Limited, involving the use of boreholes as ropeways for the upper portion thereof, constitutes, we believe, a unique feature in hoisting installations. The boreholes were sunk from the surface to a depth of 390 ft., thus eliminating the necessity of erecting the hoist at an underground location or construction of the shaft for this distance. Fig. 1, a diagrammatic cross-section through the shaft, shows the complete installation from the surface down to the first loading station below No. 7 haulage level.During the latter part of 1936, conditions encountered in sinking the Main Ore shaft made it impracticable and uneconomical to continue deepening it to serve haulage levels below the present No. 5-level. Plans were therefore made for an interior shaft, to serve new lower levels, that terminated above No. 5-level so that ore hoisted could be drawn off on this level and transported to the Main Ore shaft for final conveyance to the mill crude ore bin.Referring again to Fig. 1, it is apparent that the section above No. 4-level, if opened out to full shaft size, would be inoperative and would serve no useful purpose except, possibly, as a ventilation duct. Original plans therefore did not include continuation of the shaft above No. 4-level. Excavation of a hoist room upon No. 5-level; erection of sheave wheels just below No. 4-level, and a long inclined ropeway leading from the hoist to the sheaves, were incorporated in the general layout. Work on the lower sectionof the shaft had started when the idea of locating the hoist...

Jan 1, 1939

The banded iron formations "jasper bars," jaspilites, banded hematite quartzites or banded ironstones, etc., as they have. variously been termed in Western Australia, constitute one of the most striking features of the Pre-Cambrian in this State. They occur in at least two distinct divisions of the Pre-Cambrian, viz., in horizons interbedded with quartzites, shales and thin bedded dolomite in the N~llagine (Proterozoic) Series; and amongst the Older Pre-Cambrian rocks, associated with the metamorphosed sediments of the Jimperding-Chittering Series, the Yilgarn Whitestone Series and the Mosquito Creek Series, and interbedded with metamorphosed basic lavas, tuffs and sediments of the Older prenstone or Kalgoorlie Series.In the Hamersley Ranges in the north-west of Western Australia banded ferroginous cherts are well developed amongst the horizontal sediments of Nullagine Age. These iron formations have recently sprung into prominence as they have been found to form the host rocks for important deposits of· blue asbestos. They are closely comparable with the unique crocidolite-bearing banded ironstones of the Cape Province, South Africa, and have been described elsewhere in some detail by the writer. (1) t .The banded iron formations with which it is intended to deal principally in the following pages, form most abundantly in the Central and Eastern Goldfields of Western Australia where they form portions of the Older Greenstone or Kalgoorlie Series of auriferous rocks. In these regions their chemical inertness and physical hardness provide considerable resistance to the agents of erosion and consequently they frequently stand out in strong topographic relief in otherwise monotonously flat or gently rolling country. These banded-iron formations have proved of considerable direct economic importance in the goldfields and in other portions of the State because of thei!! associations with 'gold, iron -and to' a lesser extent, manganese; whilst indirectly because of their peculiar nature, form and topographic prominence, etc, they have been of tremendous assistance to the field geologist both in the practical application of methods of geological mapping and in the' elucidation of geological structures. Finally, they have recently acquired a new importance in the specialised search for ore-bearing lodes or for structural information over areas of soil-covered country, as their form and composition make them ideal subjects for the use of either electrical or m!1-gnetic methods of geophysical prospecting.

Jan 1, 1941

By Peter Amelunxen, Javier del Río, Marcial Medina

Este documento técnico describe las iniciativas de mejora y nuevas tecnologías implementadas en la planta concentradora de la mina Constancia, que permitieron incrementar en forma sostenida los principales indicadores de producción: troughput, recuperación, disponibilidad y utilización. Constancia es un yacimiento de pórfidos de cobre-molibdeno que incluye mineralización tipo skarn, ubicado a 4,100 msnm en los Andes sur-este del Perú, región Cusco.

Jul 30, 2020

By Enrique Sigarróstegui

Hace quince años la mina Quiruvilca utilizó los pernos de roca diseño mariposa como uno de los elementos para el sostenimiento de la roca. Sin embargo, su uso fue descontinuado y se tuvo que usar un perno de otro tipo de diseño mariposa, luego de haber evaluado la calidad de su anclamiento en la roca. En este sentido, el objetivo del texto describe la selección de un tipo de mariposa en los pernos de roca que ofrezca una mejor capacidad de anclamiento con un alto coeficiente de seguridad, así como se refiere un estudio detallado de sus alternativas.

Oct 14, 1980

By Juan Silbino Marceliano Rojas

Volcan Compañía Minera S.A.A. es una empresa minera peruana que inicia sus operaciones en el año 1943. A lo largo de sus 71 años ha logrado posicionarse como la primera productora de plata, plomo y la segunda en zinc a nivel nacional. Durante este periodo la compañía se ha expandido y ha alcanzado excelentes resultados de productividad. Sin embargo, estos resultados no han sido acompañados de indicadores de seguridad favorables. En los últimos 12 años (2000-2011) se han presentado 88 fatalidades, 960 accidentes incapacitantes y 1400 accidentes leves. En el 2012, la dirección de la organización decide realizar un cambio trascendental en la gestión de seguridad, estableciendo como primer objetivo estratégico de la compañía la implementación de una cultura de seguridad de clase mundial para minimizar la frecuencia y la severidad de los accidentes de trabajo. Partiendo de este objetivo en el año 2012 realizó un diagnóstico a nivel corporativo que nos ubicó en una fase de dependencia en relación a la curva de cambio de cultura, tomando como base el concepto de Bradley e identificó la necesidad de efectuar un cambio en dos frentes: Sistema de Gestión SSO y Líderes. Diseñamos una "Estructura Organizacional" en los tres niveles de operaciones, lo que involucró a los líderes y evidenció así el "Liderazgo Visible". El sistema se basó en cuatro pilares fundamentales y aplicó las siguientes herramientas: gestión de riesgos, condiciones, conocimiento y comportamiento. Dentro del pilar condiciones, priorizamos doce riesgos críticos para contener los accidentes mortales e incapacitantes. Los Líderes fueron entrenados en la herramienta de gestión y en los cuatro pilares del sistema. De esta manera se logró el impacto directo en la supervisión y los trabajadores, así como desarrollar las competencias de comunicación, motivación, retroalimentación, confianza y compromiso. El modelo está evolucionando la cultura de seguridad hacia una fase de interdependencia. Hemos reducido los índices de frecuencia en un 55%, severidad en un 92% y accidentabilidad en 96%, sin embargo nuestro logro más importante es la contención de los accidentes mortales a la fecha.

Sep 21, 2015

By J. W. Germundson

La Cerro de Pasco Corporation fue una de las primeras compañías mineras que utilizó el explosivo a base del nitrato de amonio en las operaciones de explotación de subsuelo. En este sentido, el objetivo del texto radica en el fomento de su uso para futuras subterráneas a través del conocimiento de la historia de los explosivos, los procesos y composición del nitrato de amonio, el empleo del explosivo AN-FO Mina Cerro de Pasco en el subsuelo, usos actuales de la AN-FO, análisis de costos y las reglas de seguridad.

Aug 20, 1963

By K. Wongaew, R. F. Cook, J. E. Carlson, T. Cleys, C. R. Smith

Steel fiber reinforced concrete segmental rings are the final tunnel lining for approximately 85% of the alignment for a 6.706-meter (22-foot) internal diameter tunnel being built as part of the East Side Combined Sewer Overflow Tunnel Project. This paper describes the approach adopted for the design of the steel fiber reinforced concrete segments, the development of the performance criteria for the segments, and the testing program used to confirm the performance of the materials and segments in the laboratory and in the field.

Jan 1, 2007

By Yifan Ding, Shemek Oginski, Patrick Finn

The Manhattan section of the New York Water Tunnel No. 3 constructed by the Schiavone/Shea/Frontier-Kemper Joint Venture is a $668 million project. The contract includes a tunnel drive of 8.85 km (29,045 feet), tunnel lining of 14.77 km (48,468 feet)and construction of nine shafts ranging in depth from 143 m (469 feet) to 169 m(555 feet). Construction methods for excavation of the shafts are presented including raise bore, ground freezing, soil excavation, blasting, slashing, muck handling, rock support and shaft final concrete lining.

Jan 1, 2007

By Keith L. Harris

The performance of the world economy improved significantly in 1984. Real world output!/ grew 4.3% (compared with 2.6% in 19831, the highest since the 4.4% increase recorded in 1978 (table 1). The output of industrial nations rose 4.9%, while that of the developing nations rose 3.7%. The United States and Japan had the largest increases in output of the major industrial nations, with respective increases of 6.8% and 5.8% (table 2). The components of real output with the most significant growth in the industrial countries were gross fixed investment (9.2%), consumer expenditure (3.1%), and public consumption (2.5%) (table 1). Industrial output, as measured by industrial production indices, has returned to about the 1980 level for most of the major industrial nations (table 2). Exceptions to this were industrial production in Japan and the United States; Japan's industrial production rose steadily throughout the 5-yr period and is now more than 16% above the 1980 level, and the industrial production index for the United States reached 11 1.2 (1980=100.0). Real total domestic demand grew at 8.7% in the United States, more than double the rate of Japan, which, at 4.0%, had the second-largest growth. Average demand for all industrial countries was up 5.1%. During 1984 the U.S. dollar showed great strength on international markets, contributing to large current-dollar negative net exports of goods and services and even larger negative net exports of the merchandise sector. While growing U.S. imports helped spread the benefits of the recovery, they also led to a widening of current account imbalances and growing trade tensions throughout the world.3/, 4/

Jan 1, 1985

By Kameron Ray, Ruilin Yang

This paper compares the modeling results obtained by using a single seed waveform (SS) versus multiple seed waveforms (MS) as inputs to the Multiple Seed Waveform (MSW) blast vibration model. The field data for the comparison was collected at a coal mine. The results of the comparison showed that the MSW model yields more accurate predictions and significantly higher correlation to field measurement when using MS as input. When using a single seed waveform as input, different seed waves result in different predictions of PPV. In contrast, using the multiple seed waveforms as an input, more consistent results are obtained.

Jan 1, 2013