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Thematische Bibliographien / Geotechnical Problems Of The Witwatersrand / Zeitschriftenartikel

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Zeitschriftenartikel zum Thema „Geotechnical Problems Of The Witwatersrand“

Autor: Grafiati

Veröffentlicht am 30. Juni 2021

Zuletzt aktualisiert am 29. Juli 2025

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1

Craw, Dave, Neil Phillips, and Julian Vearncombe. "Unconformities and Gold in New Zealand: Potential Analogues for the Archean Witwatersrand of South Africa." Minerals 13, no. 8 (2023): 1041. http://dx.doi.org/10.3390/min13081041.

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Possible young analogues for regionally extensive unconformities (100 to 400 km2) in the gold-bearing Witwatersrand Supergroup (Archean, South Africa) occur in the South Island of New Zealand. Extensive marine unconformities in New Zealand show progression from an unconformity surface to conglomerate to clean well-sorted sandstone to marine mudstone, as is also found in the major Witwatersrand auriferous reef horizons. The hosting young sedimentary basins of the South Island rest on thin or thick crust on inboard and outboard foreland settings, with variable alluvial gold budgets. They expose

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2

Handley, M. "Where is all the gold?" Journal of the Southern African Institute of Mining and Metallurgy 123, no. 4 (2023): 175–92. http://dx.doi.org/10.17159/2411-9717/1902/2023.

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The Witwatersrand Basin contains by far the most gold ever found, and has hosted mining from its discovery in 1886 to the present. For many years, South Africa was the world's largest producer of gold, nearly all of which came from the Witwatersrand. Since 2000, South Africa has fallen back several positions because of declining gold output. There are many complex and varied reasons for this; however, declining gold resources in the Witwatersrand Basin are not one of them. As far as the author knows, there are no qualified estimates in the literature of gold remaining in the Witwatersrand Basi

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3

Phillips, G. Neil, Russell E. Myers, and Judy A. Palmer. "Problems with the placer model for Witwatersrand gold." Geology 15, no. 11 (1987): 1027. http://dx.doi.org/10.1130/0091-7613(1987)15<1027:pwtpmf>2.0.co;2.

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4

Phillips, G. N. "Witwatersrand gold: discovery matters." Applied Earth Science 122, no. 2 (2013): 122–27. http://dx.doi.org/10.1179/1743275813y.0000000029.

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5

Schweitzer, J. K., and R. A. Johnson. "Geotechnical classification of deep and ultra-deep Witwatersrand mining areas, South Africa." Mineralium Deposita 32, no. 4 (1997): 335–48. http://dx.doi.org/10.1007/s001260050100.

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6

Garson, Yvonne. "Some reflections on historical cartobibliography in South Africa." Indexer: The International Journal of Indexing: Volume 23, Issue 2 23, no. 2 (2002): 63–65. http://dx.doi.org/10.3828/indexer.2002.23.2.3.

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The article discusses aspects of carto-bibliography in South Africa. The methods employed and problems encountered in recording and indexing cartographic material relate specifically to the map collection in the John G. Gubbins Africana Library, University of the Witwatersrand, Johannesburg.

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7

Fraser, Maryna. "Some highlights in AMLIB's 21 years of existence." African Research & Documentation 81 (1999): 63–67. http://dx.doi.org/10.1017/s0305862x00020021.

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Twenty-one years ago, on 1 May 1978, an historic workshop was held which led to the formation of the Association for Archivists and Manuscript Librarians (AMLIB). This name was suggested by founder member Dr A M Lewin Robinson, and Dr Moonyean Buys provided the Afrikaans version as well as the format for the Newsletter. Hosted by Professor Reuben Musiker at the University of the Witwatersrand the theme of the workshop was Current Issues Confronting Archivists and Manuscript Librarians. The issues discussed were ‘A Coordinated Collecting Policy, Problems of Copyright, Sensitive Material’ and ‘C

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8

Minter, W. E. L., G. Neil Phillips, Russell E. Myers, and Judy A. Palmer. "Comment and Reply on "Problems with the placer model for Witwatersrand gold"." Geology 16, no. 12 (1988): 1153. http://dx.doi.org/10.1130/0091-7613(1988)016<1153:caropw>2.3.co;2.

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9

Smith, Norman D., G. Neil Phillips, Russell E. Myers, and Judy A. Palmer. "Comment and Reply on "Problems with the placer model for Witwatersrand gold"." Geology 17, no. 1 (1989): 91. http://dx.doi.org/10.1130/0091-7613(1989)017<0091:caropw>2.3.co;2.

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10

Grodner, M. "Delineation of rockburst fractures with ground penetrating radar in the Witwatersrand Basin, South Africa." International Journal of Rock Mechanics and Mining Sciences 38, no. 6 (2001): 885–91. http://dx.doi.org/10.1016/s1365-1609(01)00054-5.

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11

Phillips, G. Neil, and R. Powell. "Origin of Witwatersrand gold: a metamorphic devolatilisation–hydrothermal replacement model." Applied Earth Science 120, no. 3 (2011): 112–29. http://dx.doi.org/10.1179/1743275812y.0000000005.

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12

Phillips, Neil, Julian Vearncombe, Dave Craw, and Arthur Day. "The Temporal Distribution of the Host Rocks to Gold, the Archean Witwatersrand Basin, South Africa." Minerals 14, no. 2 (2024): 199. http://dx.doi.org/10.3390/min14020199.

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The hosts to gold around the Witwatersrand Basin span over 400 my, through 14 km of stratigraphy in a variety of host rocks and in tectonic settings that include periods of rifting, thermal subsidence, foreland basin, flood basalt outpouring, graben development, and further thermal subsidence. A geological model that assumes placer processes to explain this diversity implies a super-long-lived and special source of the detrital gold, transport, and highly effective sorting processes over a time span of 400 my. There is no evidence of a special source and sorting over such a long time period. I

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13

Olivier, A., S. J. Kokot, K. Verrynne, and C. J. Jansen. "empowering parents of high ability children- step 1: identifying their needs." Gifted Education International 11, no. 1 (1995): 59–64. http://dx.doi.org/10.1177/0261429419951101059.

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In response to the awareness of problems experienced by individual parents of high ability children in the Witwatersrand area, lecturers in the Department of Psychology of Education at Unisa, who are responsible for Gifted Child Education courses, decided to further investigate the nature and extent of the needs of parents and to plan strategies to address their needs. This article describes the steps taken to identify particular need areas. Results show that parents feel unsure of many areas concerning parenting gifted children and require support and information. Certain steps are being plan

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14

TOKIMATSU, KOHJI, HATSUKAZU MIZUNO, and MASAAKI KAKURAI. "BUILDING DAMAGE ASSOCIATED WITH GEOTECHNICAL PROBLEMS." SOILS AND FOUNDATIONS 36, Special (1996): 219–34. http://dx.doi.org/10.3208/sandf.36.special_219.

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15

Il'ichev, V. A. "Geotechnical Problems in Urban Underground Construction." Soil Mechanics and Foundation Engineering 41, no. 4 (2004): 115–18. http://dx.doi.org/10.1023/b:smaf.0000046042.06131.c3.

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16

Bidasaria, Mahavir. "Geotechnical Problems in Dams: Case Studies." Indian Geotechnical Journal 44, no. 1 (2014): 1–25. http://dx.doi.org/10.1007/s40098-014-0097-3.

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17

Birch, C. C. "Optimizing cut-off grade considering grade estimation uncertainty - A case study of Witwatersrand gold-producing areas." Journal of the Southern African Institute of Mining and Metallurgy 122, no. 7 (2022): 1–10. http://dx.doi.org/10.17159/2411-9717/1403/2022.

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Due to grade estimation uncertainty, two statistical errors can occur. The Type I error is where material is classified as ore and mined, despite the true value being below the break-even grade. This material is dilution. The Type II error is where the material is estimated to be below the cut-off grade and is classified as waste, although the true grade is actually above the break-even grade. This material is not mined and is lost. The uncertainty was assumed to follow a normal distribution in a previous study. For this study, estimated block values are compared to those determined after mini

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18

KRYVOSHEIEV, P., M. KORNIENKO, P. KOZELETSKIY, and V. SENATOROV. "Ukrainian geotechnical society and its activities for solution of the geotechnical problems." ce/papers 2, no. 2-3 (2018): 901–4. http://dx.doi.org/10.1002/cepa.785.

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19

Moshupya, Paballo M., Seeke C. Mohuba, Tamiru A. Abiye, Ian Korir, Sifiso Nhleko, and Margaret Mkhosi. "In Situ Determination of Radioactivity Levels and Radiological Doses in and around the Gold Mine Tailing Dams, Gauteng Province, South Africa." Minerals 12, no. 10 (2022): 1295. http://dx.doi.org/10.3390/min12101295.

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The mining and processing of naturally occurring radioactive materials (NORMs) could result in elevated levels of natural radionuclides in the environment. The gold mining in the goldfields of the Witwatersrand Basin of South Africa has resulted in numerous tailing dams that have high concentrations of NORM bearing residue. The aim of this study was to evaluate the radioactivity levels in tailing dams, soils and rocks, and the consequential radiological exposure to the public in the gold mining areas of Gauteng Province, South Africa. The activity concentrations of 238U, 232Th, and 40K were as

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20

Mohuba, Seeke Carol, Tamiru Abiye, and Sifiso Nhleko. "Evaluation of Radionuclide Levels in Drinking Water from Communities near Active and Abandoned Gold Mines and Tailings in the West Rand Region, Gauteng, South Africa." Minerals 12, no. 11 (2022): 1370. http://dx.doi.org/10.3390/min12111370.

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The history of gold mining in the Witwatersrand Basin has led to exponential growth in the economy, residential development, and the abundance of radionuclides in the environment, including the water system. This study aimed to evaluate the radionuclide levels in drinking water (municipal water and groundwater) and the health risks associated with the ingestion of the water in the communities of the West Rand region of Gauteng Province. The activity concentrations of uranium, radium, and thorium radioisotopes were established through alpha spectrometry and the activities were subsequently used

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21

de Matos-Ala, Jacqui. "Unlocking Curriculum Design: Experiences in Constructing a Dynamic IR Undergraduate Curriculum in South Africa." International Studies Perspectives 20, no. 3 (2019): 287–99. http://dx.doi.org/10.1093/isp/ekz010.

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Abstract The intricate nature of curriculum construction is not always apparent to academics especially those who have not studied in the area of education. This article addresses the issue of curriculum construction or design in the field of international relations. Specifically, we discuss issues of constructive alignment, disciplinary knowledge structure, and cognitive load – issues we found most generative in the process of redesigning the undergraduate international relations curriculum at the University of the Witwatersrand, South Africa. Reflections by staff members provided here sugges

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22

Sun, Yangqing. "Application of Fluid Dynamics in Geotechnical Engineering." Highlights in Science, Engineering and Technology 18 (November 13, 2022): 253–58. http://dx.doi.org/10.54097/hset.v18i.2682.

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Nowadays there are lots of problems with a background in geotechnical engineering that cannot be separated from another important subject, fluid dynamics. Such problems include, for example, leaking problems with ground foundations, turbulent water in groundwater, and so on. This passage organized basic knowledge of two subjects that directly help to understand complex problems and introduced some advanced solutions to solve the problems of these complex problems. Darcy’s Law is the key to working out all the leaking problems under earth because of the low speed and rate of flow. Turbulent wat

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23

KIRICHEK, Yuriy. "Problems of terminology in civil engineering." Bases and Foundations, no. 50 (May 11, 2025): 106–12. https://doi.org/10.32347/0475-1132.50.2025.106-112.

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The professional terminology of Ukrainian researchers and geotechnical specialists was previously formed in Russian within the framework established by the Soviet authorities, as both science and higher education were not allowed to use the Ukrainian language. Therefore, after the collapse of the Soviet Union, according to the Law on Higher Education, textbooks and national science of independent Ukraine were naturally formed by translation into Ukrainian. Meanwhile, during the Cold War, Soviet science developed behind the Iron Curtain from the West, with virtually no scientific and technical

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24

MAEDA, Yorihiko, and Hiroshi SHINOHARA. "Geotechnical problems of trans-Tokyo bay highway project." Doboku Gakkai Ronbunshu, no. 400 (1988): 13–28. http://dx.doi.org/10.2208/jscej.1988.400_13.

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25

Calvetti, Francesco. "Discrete modelling of granular materials and geotechnical problems." Revue européenne de génie civil 12, no. 7-8 (2008): 951–65. http://dx.doi.org/10.3166/ejece.12.951-965.

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26

Skempton, A. W., and M. M. Chrimes. "Thames Tunnel: geology, site investigation and geotechnical problems." Géotechnique 44, no. 2 (1994): 191–216. http://dx.doi.org/10.1680/geot.1994.44.2.191.

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27

ICHII, Koji, and Yoshiya HATA. "PROBLEMS ON GEOTECHNICAL INVESTIGATION FOR SEISMIC PERFORMANCE EVALUATION." Doboku Gakkai Ronbunshuu C 65, no. 2 (2009): 456–66. http://dx.doi.org/10.2208/jscejc.65.456.

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28

Jiaming, Xu. "Study on Hydrogeological Problems in Geotechnical Engineering Investigation." Advance in Civil Engineering 2, no. 3 (2020): 85–91. http://dx.doi.org/10.35534/ace.0203014c.

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29

Dashjamts, D., Z. Binderya, and J. Altantsetseg. "Geotechnical problems of construction on permafrost in Mongolia." Sciences in Cold and Arid Regions 5, no. 5 (2013): 667. http://dx.doi.org/10.3724/sp.j.1226.2013.00667.

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30

Kritikakis, George. "Surface waves: Application to environmental and geotechnical problems." GEOPHYSICS 76, no. 1 (2011): Z1. http://dx.doi.org/10.1190/1.3554711.

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31

DING, YUAN, PAUL C. CHAN, and HSAI-YANG FANG. "Environmental Geotechnical Problems in the Taiwan Strait Area." Marine Georesources & Geotechnology 21, no. 3-4 (2003): 213–26. http://dx.doi.org/10.1080/713773396.

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32

Herle, Ivo, Vladislava Herbstová, Michael Kupka, and Dimitrios Kolymbas. "Geotechnical Problems of Cultural Heritage due to Floods." Journal of Performance of Constructed Facilities 24, no. 5 (2010): 446–51. http://dx.doi.org/10.1061/(asce)cf.1943-5509.0000058.

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33

Calvetti, Francesco. "Discrete modelling of granular materials and geotechnical problems." European Journal of Environmental and Civil Engineering 12, no. 7-8 (2008): 951–65. http://dx.doi.org/10.1080/19648189.2008.9693055.

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34

Okagbue, C. O. "Geotechnical and environmental problems of the Niger delta." Bulletin of the International Association of Engineering Geology 40, no. 1 (1989): 119–26. http://dx.doi.org/10.1007/bf02590349.

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35

Marinichev, M. B., and A. Yu Marshalka. "Geotechnical problems with recultivation of domestic-waste landfills." Soil Mechanics and Foundation Engineering 49, no. 5 (2012): 188–91. http://dx.doi.org/10.1007/s11204-012-9188-2.

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36

Nikitenko, Nikitenko, and V. Yu Zhuravsky. "Pile foundations problems in the Belarus geotechnical practice." Mechanics and Technologies, no. 3 (September 30, 2023): 143–54. http://dx.doi.org/10.55956/ufie5329.

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Some problems arising in the design, construction and testing of piles in the geotechnical practice of Belarus are presented, and the possibilities of their solution are outlined. Recommendations are given to improve the efficiency of pile foundations.

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37

Merchán, Leticia, Antonio Miguel Martínez-Graña, Carlos E. Nieto, and Marco Criado. "Natural Hazard Characterisation in the Arribes del Duero Natural Park (Spain)." Land 12, no. 5 (2023): 995. http://dx.doi.org/10.3390/land12050995.

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Natural disasters have been significantly affecting the natural and artificial environment for decades. For this reason, it is necessary to carry out adequate territorial planning in order to predict and mitigate possible natural risks in areas of great environmental value and interest, which is the case of the Arribes del Duero Natural Park. In order to achieve this, geotechnical mapping should be carried out followed by hazard mapping, taking into account the lithological, hydrogeological and geomorphological characteristics and, in addition, the real erosion rates. The results indicate that

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38

Sadek, Samer, Magued G. Iskander, and Jinyuan Liu. "Geotechnical properties of transparent silica." Canadian Geotechnical Journal 39, no. 1 (2002): 111–24. http://dx.doi.org/10.1139/t01-075.

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This paper discusses the geotechnical properties of two families of transparent silica, which can be used to model soil structure interaction and flow problems in transparent soil models. The fundamental premise of this research is that these materials can be used in model tests to study three-dimensional deformation and flow problems, using nonintrusive optical visualization techniques. Triaxial, direct shear, consolidation, and permeability tests conducted in this study indicate that transparent silica gels and amorphous silica have macroscopic geotechnical properties consistent with those o

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39

Tsugawa, Juliana Keiko, Roberto Cesar de Oliveira Romano, Rafael Giuliano Pileggi, and Maria Eugenia Gimenez Boscov. "Review: Rheology concepts applied to geotechnical engineering." Applied Rheology 29, no. 1 (2020): 202–21. http://dx.doi.org/10.1515/arh-2019-0018.

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AbstractThe effect of time on soil properties, noticeable in many earthworks, is recognized by geotechnicians. For example, secondary compression and aging pre-consolidation are considered in geotechnical design, and strain rate is standardized in geotechnical laboratory and field tests. Elastic-plastic models, from rigid-perfect plastic to Modified Cam Clay, which do not consider the effects of time, solve most geotechnical problems. However, solutions for prolonged settlements, landslides, debris flow and mudflow could profit from a deeper understanding of rheological models. In fact, rheolo

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40

Potapov, A. I., A. I. Shikhov, and E. N. Dunaeva. "Geotechnical monitoring of frozen soils: problems and possible solutions." IOP Conference Series: Materials Science and Engineering 1064, no. 1 (2021): 012038. http://dx.doi.org/10.1088/1757-899x/1064/1/012038.

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41

MURTAZINA, Gulsem Rasimovna. "GEOTECHNICAL PROBLEMS AND STABILITY OF A HIGH-RISE BUILDING." Expert: Theory and Practice, no. 2 (2022): 51–56. http://dx.doi.org/10.51608/26867818_2022_2_51.

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42

Salgado, Rodrigo, and Vibhav Bisht. "Advances in the solution of geotechnical boundary-value problems." Computers and Geotechnics 138 (October 2021): 104183. http://dx.doi.org/10.1016/j.compgeo.2021.104183.

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43

Zhang, Zai-ming. "Achievements and problems of geotechnical engineering investigation in China." Journal of Zhejiang University-SCIENCE A 12, no. 2 (2011): 87–102. http://dx.doi.org/10.1631/jzus.a1000433.

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44

Liang, Jianhui, and Xianhui Song. "Recent centrifuge modelling of offshore geotechnical problems at IWHR." E3S Web of Conferences 92 (2019): 17001. http://dx.doi.org/10.1051/e3sconf/20199217001.

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Centrifuge modelling has been proven to be an efficient and reliable approach for examining offshore geotechnical problems. This study reports the two series of centrifuge tests to understand the behaviour of spudcan penetration in a “soft-stiff-soft clay” stratigraphy and the behaviour of gravity anchor subjected to a lateral loading. A hydraulic system has been adopted to apply the large compressive and tensional load on the spudcan and gravity anchor, respectively. Load cells were installed on the base of the spudcan to directly measure the stress acting on the spudcan base. A 2D laser scan

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45

Bortkevich, S. V. "Some problems of improving geotechnical investigations for hydrotechnical construction." Hydrotechnical Construction 21, no. 2 (1987): 84–90. http://dx.doi.org/10.1007/bf01424910.

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46

Xiao, Zhi-Peng, Qing Lü, Jun Zheng, Jian Liu, and Jian Ji. "Conditional probability-based system reliability analysis for geotechnical problems." Computers and Geotechnics 126 (October 2020): 103751. http://dx.doi.org/10.1016/j.compgeo.2020.103751.

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47

Di, Dong-chao, Guan-lin Ye, Xiao-he Xia, and Jian-hua Wang. "Application of PETSc in soil-water coupled geotechnical problems." Journal of Shanghai Jiaotong University (Science) 18, no. 4 (2013): 401–8. http://dx.doi.org/10.1007/s12204-013-1409-y.

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48

Boulbibane, M., and A. R. S. Ponter. "Extension of the linear matching method to geotechnical problems." Computer Methods in Applied Mechanics and Engineering 194, no. 45-47 (2005): 4633–50. http://dx.doi.org/10.1016/j.cma.2004.11.009.

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49

Nikiforova, N. S., P. A. Konovalov, and F. F. Zekhniev. "Geotechnical problems during construction of unique entities in Moscow." Soil Mechanics and Foundation Engineering 47, no. 5 (2010): 163–72. http://dx.doi.org/10.1007/s11204-010-9104-6.

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50

Bu, S., and T. G. Davies. "Boundary element technique for geotechnical problems of incompressible soils." Communications in Numerical Methods in Engineering 11, no. 11 (1995): 927–35. http://dx.doi.org/10.1002/cnm.1640111107.

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