Relevant bibliographies by topics / Boulonnage du toit (Mines)

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  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Conference papers
  5. Reports

Academic literature on the topic 'Boulonnage du toit (Mines)'

Author: Grafiati
Published: 26 July 2024
Last updated: 31 July 2025

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Journal articles on the topic "Boulonnage du toit (Mines)"

1

MASTER, SHARAD. "MAPPING BASUTOLAND: CORRESPONDENCE BETWEEN GEOLOGISTS GORDON MURRAY STOCKLEY AND ALEXANDER LOGIE DU TOIT (1938–1946)." Earth Sciences History 41, no. 2 (2022): 363–85. http://dx.doi.org/10.17704/1944-6187-41.2.363.

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ABSTRACT Basutoland is a former British Protectorate (now the Kingdom of Lesotho) nestled in the Maluti and Drakensberg mountains, surrounded by South Africa. Geological knowledge about Basutoland started with the activities of French missionaries in the 1830s and continued to accumulate throughout the nineteenth century. Systematic geological mapping began in 1902–1904 with the work of Ernest Schwarz and Alexander du Toit, who, while working for the Geological Commission of the Cape of Good Hope, extended their mapping activities into Basutoland. In 1905 Samuel Dornan from Morija started stud
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Master, Sharad. "A few hours in the Seychelles with Alex du Toit in 1938." South African Journal of Science 116, no. 7/8 (2020). http://dx.doi.org/10.17159/sajs.2020/7747.

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Alexander Logie du Toit (1878–1948) was South Africa’s most famous geologist during his lifetime, having authored five books which brought him world renown. In December 1937 to January 1938, accompanied by his wife Evelyn, he visited India in order to attend the Jubilee Indian Science Congress in Calcutta and to do field work in coal and diamond mines. On the return journey to Africa by ship, they stopped for a few hours in Port Victoria on Mahé Island in the Seychelles archipelago. They also passed by Silhouette Island. Du Toit recorded his activities in a diary, and his geological observatio
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Dissertations / Theses on the topic "Boulonnage du toit (Mines)"

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Mimoun, Abdelghani. "Modélisation du soutenement par boulonnage dans les ouvrages souterrains profonds : cas de la mine de charbon H.B.C.M. France." Vandoeuvre-les-Nancy, INPL, 2000. http://www.theses.fr/2000INPL112N.

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Le renforcement des massifs rocheux par boulonnage est un procédé aujourd'hui fréquemment utilisé pour assurer la stabilité des ouvrages souterrains (mines, génie civil). Bien que la technologie pour le renforcement soit parfaitement maîtrisée, la description du comportement mécanique d'un massif renforcé et son interaction avec le soutènement utilisé ne sont pas clairement expliquées. Le sujet de cette thèse s'articule principalement sur la simulation numérique du renforcement par boulonnage dans des ouvrages à grande profondeur. Le sujet s'intéresse aux voies de traçage de la mine de charbon
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2

Blanco, Martin Laura. "Étude théorique et expérimentale du boulonnage à ancrage réparti sous sollicitations axiales." Electronic Thesis or Diss., Paris, ENMP, 2012. http://www.theses.fr/2012ENMP0010.

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Le boulonnage et le câblage à ancrage réparti sont deux techniques de renforcement du terrain couramment utilisées dans l'industrie minière et dans le génie civil. Au fil de cette recherche, on s'intéresse à la réponse de ces éléments sous des sollicitations axiales de traction, en régime statique. Dans ces conditions, l'expérience montre que la rupture se produit le plus fréquemment à l'interface barre-scellement via un processus de décohésion qui commence dès que la force sur la barre atteint une valeur limite. L'objectif est de mieux comprendre le comportement de cette interface, avant et a
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3

Blanco, Martin Laura. "Étude théorique et expérimentale du boulonnage à ancrage réparti sous sollicitations axiales." Phd thesis, Ecole Nationale Supérieure des Mines de Paris, 2012. http://pastel.archives-ouvertes.fr/pastel-00711490.

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Le boulonnage et le câblage à ancrage réparti sont deux techniques de renforcement du terrain couramment utilisées dans l'industrie minière et dans le génie civil. Au fil de cette recherche, on s'intéresse à la réponse de ces éléments sous des sollicitations axiales de traction, en régime statique. Dans ces conditions, l'expérience montre que la rupture se produit le plus fréquemment à l'interface barre-scellement via un processus de décohésion qui commence dès que la force sur la barre atteint une valeur limite. L'objectif est de mieux comprendre le comportement de cette interface, avant et a
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4

Ahmed, Samar. "Numerical modeling of stress redistribution to assess pillar rockburst proneness around longwall panels : Case study of the Provence coal mine, France." Thesis, Université de Lorraine, 2016. http://www.theses.fr/2016LORR0248/document.

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Le phénomène de coup de terrain est une explosion violente de roche qui peut se produire dans les mines souterraines. Dans la présente recherche, nous avons essayé de démontrer les causes qui peuvent influer sur la prédisposition aux coups de terrain en utilisant la modélisation numérique. Cependant, avant tout, l'état de contrainte avant l'exploitation minière et les contraintes induites par les excavations environnantes doivent être étudiés avec précision. La mine de charbon de Provence, qui a subi un phénomène de coup de terrain au niveau de son puits vertical entouré de nombreux panneaux d
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Books on the topic "Boulonnage du toit (Mines)"

1

Stephansson, Ove. Rock Bolting : Theory and Application in Mining and Underground Construction: Proceedings of the International Symposium, Abisko, Sweden, 28 August-2 September 1983. CRC Press LLC, 2021.

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Rock Bolting : Theory and Application in Mining and Underground Construction: Proceedings of the International Symposium, Abisko, Sweden, 28 August-2 September 1983. CRC Press LLC, 2021.

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Stephansson, Ove. Rock Bolting : Theory and Application in Mining and Underground Construction: Proceedings of the International Symposium, Abisko, Sweden, 28 August-2 September 1983. CRC Press LLC, 2021.

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Rock Bolting : Theory and Application in Mining and Underground Construction: Proceedings of the International Symposium, Abisko, Sweden, 28 August-2 September 1983. CRC Press LLC, 2021.

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5

Combined Roof-Bolting Systems of Mine Workings. Taylor & Francis Group, 2020.

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6

Bondarenko, Volodymyr, Iryna Kovalevska, Hennadiy Symanovych, Mykhaylo Barabash, and Viktor Chervatiuk. Combined Roof-Bolting Systems of Mine Workings. Taylor & Francis Group, 2020.

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7

Bondarenko, Volodymyr, Iryna Kovalevska, Hennadiy Symanovych, Mykhaylo Barabash, and Viktor Chervatiuk. Combined Roof-Bolting Systems of Mine Workings. Taylor & Francis Group, 2020.

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Bondarenko, Volodymyr, Iryna Kovalevska, Hennadiy Symanovych, Viktor Chervatiuk, and Mykhailo Barabash. Combined Roof-Bolting Systems of Mine Workings. Taylor & Francis Group, 2020.

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9

Braeuner, Gerhard. Rockbursts in Coal Mines and Their Prevention. CRC Press LLC, 2017.

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10

Braeuner, Gerhard. Rockbursts in Coal Mines and Their Prevention. CRC Press LLC, 2017.

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Conference papers on the topic "Boulonnage du toit (Mines)"

1

Masethe, R., S. Durapraj, M. Modika, M. Ngwenya, A. Adoko, and T. Zvarivadza. "Thembelani and Khuseleka Mines in the Bushveld Igneous Complex's Western Limb in South Africa." In 58th U.S. Rock Mechanics/Geomechanics Symposium. ARMA, 2024. http://dx.doi.org/10.56952/arma-2024-0801.

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ABSTRACT: The Merensky (MER) orebody in the Bushveld Complex in South Africa has been mined extensively. Regional and local pillars, zones of unmined ground, potholes, and remnants were left in-situ. 15 to 400 m beneath the MER orebody, the UG2 chromitite orebody is currently being exploited. Due to the location of these two orebodies, it is postulated that the unmined ground in the MER above may have an influence on the current UG2 ground conditions. Although many mining variables could have impacted the successful exploitation of the UG2, the in-situ blocks of ground on the MER reef horizon
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Reports on the topic "Boulonnage du toit (Mines)"

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Hedley, D. G. F. Manuel des coups de toit dans les mines de roches dures de l'Ontario. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 1992. http://dx.doi.org/10.4095/305108.

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