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By Anderson Alves Cunha

Diante do cenário macroeconômico internacional, o setor mineral busca soluções inovadoras e sustentáveis para seus processos produtivos. Uma dessas soluções é, sem dúvida, aumentar a recuperação do mineral de interesse presente no rejeito proveniente de operações de beneficiamento de baixa recuperação metalúrgica. A substituição de matérias primas naturais por resíduos abre uma gama de oportunidades para melhorar a gestão de recursos não renováveis, contribuindo significativamente para o desenvolvimento sustentável e competitividade do negócio. O presente trabalho tem o objetivo de definir qual a faixa granulométrica, existente na lama, é mais adequada para concentrar e produzir pelotas, considerando a composição química, perda por calcinação, mineralogia e quantidade de elementos deletérios. Para isso, foram utilizadas técnicas de caracterização tecnológica, como: classificação granulométrica (peneiramento a úmido e cyclosizer), fluorescência de raios X, difração de raios X e microscopia óptica. Os resultados do trabalho permitiram identificar uma faixa granulométrica com alto teor de ferro e alto grau de liberação dos minerais de ferro, porém com teores de quartzo acima que um pellet feed comercial. Sendo assim, um determinado tratamento de concentração ou um blend será necessário para adequar quimicamente o material, para posterior obtenção de pelotas com baixo custo.

Aug 17, 2017

By Lucas Kling e Silva

A deformação plástica de aços acompanha mudanças irreversíveis da microestrutura, que podem ser consideradas como o estágio inicial do processo de fratura. No entanto, detectar, monitorar e avaliar previamente, estados de dano e pequenos defeitos, de forma não destrutiva, ainda se mostra desafiador. Dubov reportou o fenômeno do surgimento espontâneo de fracos campos magnéticos em aços estruturais ferríticos em oleodutos, que são originados devido a tensões mecânicas heterogêneas ou térmicas. Esta observação não é associada com transformações de fase induzidas por deformação e parece ser uma ferramenta promissora para a caracterização prévia de danos em aços ferromagnéticos. Para proporcionar uma melhor compreensão das bases físicas deste processo, foram observadas as microestruturas magnéticas de tais materiais e as mudanças ocorridas nos domínios magnéticos dos mesmos após sofrerem deformação plástica. Para isto foi utilizado um meio de solução coloidal com partículas paramagnéticas na escala nanométrica (ferrofluido) que proporcionou, através da técnica Bitter, observar não apenas uma mudança de tamanho dos domínios magnéticos do material, mas também modificações em sua morfologia. Foram estudados neste trabalho aços ferríticos com as respectivas concentrações de carbono em sua composição: 0,12%; 0,17% e 0,45%.

Aug 16, 2017

By Francielle Santos Pereira, Alexandre Medeiros, Robson Ferreira Alvarenga, Willian Pimentel de Barros, Bruno Aquino Rocha, Evaldo Nogueira, Ewerton Ferreira Campos, Marcus Valério Magnago

Este artigo tem como premissa, apresentar a aplicação da inovação tecnológica, para melhoria da segurança nas operações Logísticas da ArcelorMittal Tubarão. Neste documento apresentaremos a Logística de estocagem e expedição de produtos, sua estrutura de funcionamento, e as operações executadas. Em seguida, explanaremos sobre as melhorias de segurança executadas com auxílio da inovação e tecnologia. Por fim, serão demonstrados os impactos provenientes dessas ações, para a execução do trabalho com menor risco às pessoas e equipamentos envolvidos no processo logístico de escoamento de produtos, destacando os benefícios que a tecnologia pode trazer para a logística no âmbito da segurança e produtividade.

Oct 1, 2019

By R. C. Rowe

THIS paper is an endeavour to analyse the ideal and practical functions of government technical mining services, and their relationship to the National Domain, as well as to one another. its spirit is not critical, even though at times it may appear to besoin fact. It is a serious effort to divert a trend in public thought which delights in calling itself practical whereas it is really merely short-sighted. The author refers particularly to the idea that governmental research is a luxury which should be curtailed in the interests of economy, and turned over to private enterprise or the provinces. In order that we obtain the proper perspective of the question, it is advisable to indulge in a little history. In the year 1842, the Geological Survey of Canada was formed under the guidance of William (later Sir William) Edmund Logan. The literature on the founding and history of the Geological Survey of Canada is extensive, and therefore it is unnecessary to go into detail here regarding it. It might be mentioned, however, that the Geological Survey of Canada is only seven years younger than the Geological Survey of Great Britain (founded in 1835), and is only exceeded in age on the American continent by the State Geological Surveys of New York, Pennsylvania, Massachusetts, and Michigan, which were founded between 1833 and 1836. In 1877, the Geological Survey became a permanent government institution as a branch of the Department of the Interior. It should be noted, however, that the Director of the Survey ranked as a Deputy Minister and reported direct to the Minister. This continued until 1907. In 1886, the Mineral Resources and Statistics Division of the Geological Survey was formed. Some years later, the Canadian Institute of Mining and Metallurgy (then the Canadian Mining Institute), backed by the mining press, began to agitate for the establishment of a Dominion Department of Mines, and in 1907 such a department was founded by the Geology and Mines Act of that year, with a separate Cabinet portfolio for the position of Minister of Mines.

Jan 1, 1939

By Gabriel Grasselli Lorençon

Com a crescente utilização de aços inoxidáveis duplex na indústria petroquímica, química, de celulose e entre outras, motivada em grande parte pelas propriedades mecânicas e de resistência à corrosão apresentadas por estes materiais. Por se tratar de um material com altos teores de elementos de liga e ser composto por duas fases, ferrita e austenita, se faz necessário grandes cuidados na sua soldagem e um aprimoramento dos conhecimentos deste material quando submetido a este processo. Para tal, o presente trabalho denota um estudo da microestrutura de um aço inoxidável duplex após a sua soldagem pelo processo MIG pulsado, sendo aplicada uma energia durante a soldagem de 1,0kJ e adotada uma temperatura entre os passes de soldagem de 150oC. Também foram analisados os percentuais de ferrita e austenita, foi efetuada a contagem de fases do metal base e também da zona afetada pelo calor (ZAC). Foram encontrados na ZAC além da fase austenita secundária, uma fase intermetálica que possivelmente se trata de nitretos de cromo. Apesar do metal base estar com uma proporção ferrita/austenita aproximadamente igual, na ZAC houve um desbalanceamento entre as fases, onde a predominância foi de grãos de ferrita.

Aug 17, 2017

By Paulo Sergio Olivio Filho

A aspersão térmica é utilizada para produzir revestimento quando há necessidade de aumentar a vida útil de sistemas e peças, podendo ser também utilizada na recuperação delas, em alguns casos. Com o intuito de compreender melhor o processo de aspersão térmica por chama a pó, o objetivo deste trabalho é analisar os fatores influentes no aumento de espessura depositada pelo processo, utilizando o delineamento de experimento de Taguchi para avaliar os fatores e níveis dos fatores que geram as melhores condições de aplicação para o revestimento. Para isto, foram escolhidos três fatores de controle com três níveis cada um, dos quais foi possível seu controle em laboratório. A deposição foi realizada em chapas de aço SAE1020, e revestida com pó de alumínio não atomizado. A seção transversal dos revestimentos foi analisada por microscópio ótico. Os resultados dos experimentos foram analisados através de estatística descritiva, gráfica e análise pelo delineamento de Taguchi, baseada na análise de Sinal/Ruído. Sendo evidente que os fatores do processo são estatisticamente significativos: número de passes, fluxo de nitrogênio e a taxa de alimentação de pó. Esta análise se mostrou eficaz, gerando os resultados esperados para otimização dos parâmetros do processo.

Aug 8, 2018

By J. C. Branner

DuriKg the past two or three years I have seen statements regarding the first discovery of fullers' earth in this country that seem to require correction or modification. One appears again in the Mineral Resources of the United States for 1909, part II., p. 738, where it is said that 'fullers' earth was firat discovered in the United States at Quincy, Fla., in 1893." In this connection the following bit of unpublished history concerning fullers' earth in the State of Arkansas is worthy of attention. In April, 1891, when I was State Geologist of Arkansas, a Swede named John Olsen, formerly a copper-miner in Michigan, but then living south of Little Rock, brought me a sample of what he thought mas fullers' earth. He reported that it was from near the town of Alexander, the locality being 1 S. 13 W., section 8, SW. quarter of the SE. quarter. My chemist, Dr. R. N. Brackett, analyzed the material, and reported: Per Cent. Silica,.....SiO2 .... 63.19 Alumina,.... A12O3 .... 18.76 Iron,.....Fe2O3 .... 7.05 Lime,.,...CaO .... 0.78 Magnesia,.... MgO .... 1.68 Potash,.... K2O ,... 0.21 Soda,.....Na2O .... 1.50 Loss on ignition,........7.57 100.74 Water at 110° to 115° C. = 7.84. Another sample from about the same locality, also brought by John Olsen, on analysis by Dr. Brackett gave :

Jan 1, 1913

By Bassett N

The Eneabba deposit, located 280 km north of Perth, Western Australia, and 30 km inland (Fig. 1) is one of the most recently developed deposits of mineral sands in the world. The area has been in production since 1974, while the Associated Minerals Consolidated Limited (AMA) operation commenced production in 1976. Total ore reserves of close to 400 million tonnes contain about 40 million tonnes of heavy minerals (proved and probable).

Jan 1, 1979

By Antônio Demouthie de Sales Rolim Esmeraldo

As indústrias de cerâmica vermelha têm grande importância na região assim como a mineração e beneficiamento de calcário laminado representam um importante segmento econômico do Estado do Ceará, entretanto produzem uma grande quantidade de resíduos, que poluem e agridem o meio ambiente. Assim, esse trabalho tem por objetivo a caracterização da incorporação do resíduo da Pedra Cariri avaliando sua aplicabilidade como matéria-prima cerâmica alternativa para a produção de telhas cerâmicas. Foram formuladas composições contendo o resíduo e confeccionados corpos-de-prova por prensagem. Os corpos-de-prova foram queimados e, em seguida, foram determinados a cor após a queima, perda ao fogo, retração linear, absorção de água, porosidade aparente e o módulo de ruptura à flexão. Obteve-se uma com avermelhada, com um tom mais claro nas que tiveram a pedra cariri na massa. Também foi visto uma porosidade, juntamente com uma absorção em nível aceitável para tijolos cerâmicos e a tensão de ruptura aumentou em 5% e decaiu em 10%. Após todos os testes feitos, provou-se que o resíduo tem a possibilidade de ser usado na incorporação de até 5% de resíduo em formulações para a produção de telhas cerâmicas.

Aug 17, 2017

By Helênio Resende Silva Júnior, Thiago de Oliveira Mazzeu

O envelhecimento gradual das Baterias de Coque é um fato inevitável, sendo importante monitorar as condições dos fornos e das estruturas periféricas para maximizar sua vida útil. A Paul Wurth desenvolveu uma metodologia de diagnose que avalia as condições dos elementos principais que compõem as plantas de Coqueria, dentre elas: estrutura da alvenaria refratária, estruturas e componentes metálicos, análise do controle térmico e regime de pressões, conjunto das máquinas móveis. Através de inspeções visuais e coleta de informações de processo e rotina adotada pela equipe de preservação da planta de Coqueria, são elaborados procedimentos e recomendações que visam à extensão da vida útil do equipamento. A Diagnose é uma técnica que auxilia as equipes de Coqueria a entenderem em que situação o equipamento se encontra e contribui com as melhores práticas adotadas no mercado para o prolongamento da vida útil. Ela deve ser repetida com frequência de modo a atualizar a situação da Bateria de Coque, verificar o efeito das ações tomadas pela equipe de preservação e propor novas recomendações. A Diagnose ainda permite identificar a idade real de desgaste das estruturas da Bateria em comparação com sua idade cronológica, permitindo que as usinas planejem investimentos de maior porte.

Oct 1, 2019

By Gabriel Lenna do Nascimento

O objetivo deste trabalho é apresentar uma sistemática para a melhoria contínua do desempenho energético da Indústria de Metais. Trata-se de uma abordagem apoiada na norma ISO 50001 e em uma plataforma de TI e Automação chamada Energy Management System (EMS). A plataforma EMS se baseia na norma com o propósito de permitir que organizações definam processos para a melhoria do seu desempenho energético. O trabalho visa também apresentar o grau de aderência entre a norma e a plataforma EMS, assim como os principais ganhos a serem obtidos pelas empresas com a adoção da solução EMS.

Sep 25, 2017

By Ricardo Rodrigues Grizotti, Laudelino Cota Fonseca Junior, Marcio Basilio Xaviere

O projeto tem por objetivo desenvolver a padronização e implantação de um Modelo de Governança de Planejamento e Gestão de Estoques de MRO (Manutenção, Reparo e Operação) bem como um Modelo de Reposição baseado em políticas e modelos quantitativos, estatístico suportado de ferramental sistêmico desenvolvido no ERP SAP da companhia que incorpora Práticas de Planejamento e Gerenciamento, para melhor determinação dos Estoques e Nível de Serviços dos Materiais de Natureza MRO visando a otimização e balanceamento dos níveis de estoque com aumento do nível de serviço; redução do stockout; oportunizar a otimização dos tamanho dos lotes de compras para cada SKU; otimização das políticas de reabastecimento para cada classe de SKU e desenvolver indicadores e desempenho para monitoramento e controle do processo de planejamento e gestão dos estoques de MRO. O desenvolvimento, construção e implantação do projeto foi pautado e realizado através do uso da Metodologia Lean Six Sigma e suas ferramentas advindas do DMAIC - (“Define”, “Measure”, “Analyse”, “Improve” e “Control”), como uma estratégia gerencial planejada, com foco nos resultados de qualidade e financeiros, com o objetivo de promover mudanças significativas na empresa, buscando sempre melhorias nos processos, produtos e serviços oferecidos aos clientes.

Oct 1, 2019

By Charles E. Glass

The stabil ity of engineered embankments subjected to earthquakes has received considerable attention in the last 10 years, but most of the effort has been directed toward stability of earth dams. Based upon past performance, earthquake- induced failures on non-impounding mine waste structures will likely correspond to small, local slumps or debris slides, and their stability should be considered as an integral part of mine economic planning. As such, stability considerations should include earthquake hazard, characteristics of earthquake ground motion, dynamic slope stability, and the impact that waste-dump failures have on mine operations. Numerous techniques have been proposed for analyzing the stability of embankments subjected to earthquakes. Before choosing an analysis technique, it is worth noting two important differences between the dynamic response of waste embankments and natural slopes. First, waste embankments respond as structures having unique modes of vibration, which causes embankment motions to differ from nearby ground motion. Second, because of embankment response, accelerations can be different at embankment crests than elsewhere in the structure and occur at frequencies that do not correspond to input ground motion. Because of these factors, embankment response should be calculated prior to slope stability assessment. In this paper several analysis techniques designed to calculate slope stability are evaluated, and conventional pseudostatic techniques are shown to be inappropriate for dynamic considerations. Techniques to calculate dynamic stability should include embankment response, all characteristics of earthquake motion, and roughness along failure planes as input, and should provide a displacement time-history of the slide mass as output. Two techniques satisfy this criterion, and in this paper the LADRS technique is recommended for its versatility and simplicity.

Jan 1, 1985

By P M. Ashley, M T. Costelloe

The Mary Kathleen tailings storage facility (TSF) contains 7.1 Mt of uranium mill tailings. This waste repository was rehabilitated in the mid-1980s using a multibarrier dry cover. At the time of mine closure, it was predicted that acid mine drainage (AMD) generation would not eventuate and that uranium, heavy metals and radionuclides would be adsorbed within the tailings and not seep from the TSF into the environment. This study reports on the environmental status of the TSF. Gamma-ray measurements indicate an intact dry cover of the waste repository. However, seepage (~0.5 L s-1) of acid (pH 5.71), saline (0.31 per cent), high conductivity (8.8 mS cm-1), slightly oxygenated (DO 2.6 mg L-1), radioactive waters occurs from the toe of the tailings dam into the former evaporation ponds and local drainage system. Seepage waters are calcium-magnesium-sulfate rich with elevated Fe, Mn, Ni, U and Zn values. Oxygenation of tailings seepages causes the precipitation of Fe and coprecipitation and adsorption of other metals (Pb, U, Y), metalloids (As), rare earth elements (Ce, La) and radionuclides (U-235, U-238, Th-227). In contrast, Ba, Ni, Sr, Mn, P, S, Ca, Mg, Na and K as well as Ra nuclides (Ra-226 and Ra-228) remain in solution until pH neutralisation and evaporation lead to their precipitation in efflorescences and sulfate-rich evaporative sediments further downstream. Dry capping of Mary Kathleen uranium mill tailings has resulted in physical containment of the wastes. The dry cover shows no signs of erosion and radiation levels are within acceptable limits. However, the flow rate of surface seepage from the TSF occurs at a much higher rate than predicted. Also, the neutralising potential and adsorption capacity of the tailings and underlying aquifer were overestimated at the time of mine closure. AMD has developed mobilising metals, metalloids, rare earth elements, alkalis, radionuclides and sulfate from the waste repository into surface water seepages.

Jan 1, 2003

By Mike Moody

"No matter what type of ore is being extracted from a mine, mucking with front loaders can be accompanied by wet fines that cling to every surface. Once loaded into a hopper or conveyer transfer chute, viscous material can quickly build up on the walls to create bottlenecks, clogging the chute and causing expensive downtime.Clearing material from hoppers, chutes, bins and vessels can be done using manpower and tools on hand, but safety experts recommend considering a solution that prevents exposing workers to potential hazards. Operators at modern mining sites, such as the Eagle Mine, located in Western Marquette County of Michigan’s Upper Peninsula, understand that using specialized equipment reduces worker exposure, offers the safest mode of production and provides the most cost-effective lasting results.“Safety is a top priority for us,” said Ted Lakomowski, lead reliability technician at the Eagle Mine. “When we experienced clogging and downtime at the processing mill, the crew naturally swung into action to resolve it, but we immediately sought a safer long-term solution.”Stope mining for nickel and copperOwned by Lundin Mining, a globally diversified base metals mining company headquartered in Toronto, ON, Canada, the Eagle Mine is the only primary nickel mine in the United States, producing 1.5 percent of the world’s total nickel production. The first operation permitted under Michigan’s Part 632 Non-Ferrous Mineral Mining Law, it opened in 2014 and is expected to produce 163 kt (360 million lbs) of nickel, 134 kt (295 million lbs) of copper and small amounts of other metals over its estimated nine-year lifespan.The company extracts approximately 2 kt/d (2,200 stpd) from the underground nickelcopper mine using a bench-and-fill stoping process. Accessed from the surface by specialized underground trucks, the vehicles carry about 45,400-kg (100,000-lb) loads through a 1.6-km (1- mile) long and 5.4-m (18-ft) diameter ramp shaft descending into the earth at a 13 percent grade. Stoping is a bottom-up method that involves systematically blasting columns of loosened ore that is then mucked by front loaders into trucks and backfilled using cemented and uncemented rockfill."

Aug 1, 2019

By F. Cadena

Hiwassee Darn, now under construction by the Tennessee Valley Authority on the Hiwassee River, a tributary of the Tennessee River, will require aggregate for approximately 800,000 cu. yd. of concrete. Near the damsite deposits of natural sand or gravel are not available and graywacke, a rock that is found in abundance, suggested itself as a likely source of manufactured aggregate. Graywacke is a metamorphosed sandstone composed principally of a mixture of quartz (65 per cent), mica (25 per cent), and feldspar (10 per cent). Other minerals are present in negligible amounts. The rock varies in different parts of the quarry from very fine to a coarse grain containing particles of about ¼ in. maximum size, although the bulk of the deposit is medium grain. Extensive tests showed that graywacke would be suitable as a source of both coarse and fine aggregates. The aggregate plant available for use at Hiwassee Dam consisted of the coarse-aggregate and sand plant used on the Norris project. The coarse-aggregate plant had also been used at Chickamauga Dam. Although most of this plant equipment is now in use at Hiwassee, the present flowsheet is not only different from that at Norris and Chickamauga but is also unique as compared to the flowsheet of the average crushed-stone aggregate plant. It is hoped that this paper will show the importance of proper arrangement of equipment if the optimum in flexibility and capacity is to be attained. Flowsheet Rock is ioaded by 3-yd. electric shovels into 12-yd. dump trucks, which carry the rock to the primary crusher, a 42-in. Superior McCully gyratory unit set at 4¾ in. (Fig. 1). The primary crusher discharges directly onto a 42-in. inclined belt conveyor, which carries the product to a surge storage pile with a maximum live storage capacity of approximately 3000 tons. A concrete tunnel under this storage pile houses the feed end of a 36-in. belt conveyor (conveyor B) fed by a 36 by 66-in.

Jan 1, 1942

By F. Cadena

Hiwassee Darn, now under construction by the Tennessee Valley Authority on the Hiwassee River, a tributary of the Tennessee River, will require aggregate for approximately 800,000 cu. yd. of concrete. Near the damsite deposits of natural sand or gravel are not available and graywacke, a rock that is found in abundance, suggested itself as a likely source of manufactured aggregate. Graywacke is a metamorphosed sandstone composed principally of a mixture of quartz (65 per cent), mica (25 per cent), and feldspar (10 per cent). Other minerals are present in negligible amounts. The rock varies in different parts of the quarry from very fine to a coarse grain containing particles of about ¼ in. maximum size, although the bulk of the deposit is medium grain. Extensive tests showed that graywacke would be suitable as a source of both coarse and fine aggregates. The aggregate plant available for use at Hiwassee Dam consisted of the coarse-aggregate and sand plant used on the Norris project. The coarse-aggregate plant had also been used at Chickamauga Dam. Although most of this plant equipment is now in use at Hiwassee, the present flowsheet is not only different from that at Norris and Chickamauga but is also unique as compared to the flowsheet of the average crushed-stone aggregate plant. It is hoped that this paper will show the importance of proper arrangement of equipment if the optimum in flexibility and capacity is to be attained. Flowsheet Rock is ioaded by 3-yd. electric shovels into 12-yd. dump trucks, which carry the rock to the primary crusher, a 42-in. Superior McCully gyratory unit set at 4¾ in. (Fig. 1). The primary crusher discharges directly onto a 42-in. inclined belt conveyor, which carries the product to a surge storage pile with a maximum live storage capacity of approximately 3000 tons. A concrete tunnel under this storage pile houses the feed end of a 36-in. belt conveyor (conveyor B) fed by a 36 by 66-in.

Jan 1, 1942

By Z. Saw, C. Poveda, N. L. Mai

Optimising the throughput of a mining network comprising all equipment from shovels to semi-autogenous grinding (SAG) mills is a complicated task, yet the potential benefits can be significant. Key modelling challenges stem from the sheer number of possible routes which material can travel, different equipment operating under different constraints, and the rate of SAG mills being calculated through a nonlinear function of the blended materials’ rock attributes. Nevertheless, this is an ideal onapplication area of mathematical programming, a branch of operations research. This paper describes an application of mixed integer linear programming (MILP) to optimise the mining equipment network of one of the world’s largest copper mines.The model takes as input a year-long monthly mine schedule of shovels in different pits, pushbacks, sequences and faces which produce material to be moved through a network of crushers, conveyors, silos, distributors, stockpiles and SAG mills, ultimately outputting a daily operational plan for all equipment that maximises the throughput of the network. All operational constraints and business rules are considered, including three quality attributes of copper ore. Comparing model results with actual data shows an improvement of 4.47% in network throughput tonnage. Additionally, although the model is solved using a free, open-source solver, optimal solutions are still achieved within a practical timeframe.

Sep 1, 2021

By G R. Hancock, W D. D P Welivitiya

is placed in a waste rock dump, which is usually later reshaped to be erosionally stable, initiate and sustain vegetation and ultimately integrate with the surrounding undisturbed landscape. However, it is unclear how this exhumed material will weather and evolve for most sites. Also, there is a lack of data on the weathering of post-mining materials. If weathering is better understood, then there is the potential to improve rehabilitation outcomes. To improve predictions of the evolution of soil properties and weathering-limited erosion, estimating the rate at which fine, transportable material is produced from the weathering of larger, non-transportable particles and the resultant fragment size distribution and how that distribution evolves over time is necessary. This study examines the weathering process for four different coalmine waste rock materials for a Bowen Basin, Queensland site. Materials obtained from various areas of the coalmine were subjected to cyclic wetting and drying and heating and cooling. Particle size distribution and other material properties were explored after each experimental cycle to ascertain how the material changes during the experimental cycles. The particle size distribution data of wet and dry cycles were used as input data in a numerical weathering model to explore the dynamics of the weathering process for each material sample. A Monte Carlo framework was employed to assess the geometry of the weathering products, weathering rate and the number of daughter particles produced within a weathering cycle. Then the SSSPAM Landscape Evolution Model was used to evaluate the influence of weathering on erosion and landscape evolution of a post mining landform. SSSPAM simulations with: (i) active weathering and (ii) without weathering were run for each material. The erosion rate and the overall landform structure were then compared between weathering and non-weathering simulations.

Aug 2, 2023

By R. Kahrger

This paper is written to convey the latest developments in compact bucket wheel excavators (BWE's) operating in medium-hard rock and will serve to indicate that BWE and compact machines in particular do in fact have application in materials other than loose sandy soils and soft rock. A recently run extensive three month field test in hard marl, which was previously considered too hard and difficult to be handled by a BWE, is used as an example to explain some of the design requirements and problems associated with digging harder materials.

Jan 1, 1990