Relevant bibliographies by topics / Geotechnical Problems Of The Witwatersrand

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

Academic literature on the topic 'Geotechnical Problems Of The Witwatersrand'

Author: Grafiati
Published: 30 June 2021
Last updated: 29 July 2025

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Journal articles on the topic "Geotechnical Problems Of The Witwatersrand"

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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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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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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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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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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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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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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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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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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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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Dissertations / Theses on the topic "Geotechnical Problems Of The Witwatersrand"

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DYMINSKI, ANDREA SELL. "ANALYSIS OF GEOTECHNICAL PROBLEMS WITH NEURAL NETWORKS." PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2000. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=2001@1.

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COORDENAÇÃO DE APERFEIÇOAMENTO DO PESSOAL DE ENSINO SUPERIOR<br>Nos últimos anos, a aplicação da técnica de redes neurais tem sido difundida em diversas áreas do conhecimento, inclusive na engenharia civil. Em meados da década de 90, iniciaram-se no Brasil estudos no sentido de avaliar a eficiência desta técnica numérica na modelagem do comportamento de solos e na análise de problemas envolvendo engenharia geotécnica. Este trabalho é resultado de parte destes estudos, onde algumas das potencialidades do uso das redes neurais em geotecnia podem ser observadas. São apresentadas três apli
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Bryant, Lee Davis. "Geotechnical Problems with Pyritic Rock and Soil." Thesis, Virginia Tech, 2003. http://hdl.handle.net/10919/33060.

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Oxidation of pyrite can significantly affect properties and the behavior of soil and rock in civil construction. Problems with pyritic rock and soil extend globally and across many disciplines. Consequences of pyrite oxidation include heave, concrete degradation, steel corrosion, environmental damage, acid mine drainage, and accelerated weathering of rock with concomitant effects on strength and stability. Affected disciplines include soil science, mining, engineering geology, geochemistry, environmental engineering, and geotechnical engineering. <p> While pyrite problems may be well known i
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Wan, Richard. "Finite element implementation of some conventional geotechnical problems." Thesis, University of Ottawa (Canada), 1985. http://hdl.handle.net/10393/4576.

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Zhou, Hongjie. "Numerical study of geotechnical penetration problems for offshore applications." University of Western Australia. Centre for Offshore Foundation Systems, 2008. http://theses.library.uwa.edu.au/adt-WU2008.0239.

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The research carried out in this thesis has concentrated on the application of numerical solutions to geotechnical penetration problems in offshore engineering. Several important issues closely relevant to deep-water oil and gas developments were investigated, covering installation of suction caisson foundations, interpretation of fullflow penetrometers and shallow penetration of a cylindrical object (submarine pipeline or T-bar), all in clayey sediments such as are often encountered in deep-water sites. These problems are commonly characterised by large vertical movements of structural elemen
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Panayides, Stylianos. "Modelling the effects of structure degradation in geotechnical problems." Thesis, University of Newcastle upon Tyne, 2014. http://hdl.handle.net/10443/2438.

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Bond degradation is an irreversible phenomenon that, experimentally, appears to be controlled by plastic strain accumulation. Conventional constitutive soil models do not capture the effects of small strain non‐linearity, recent stress history as well as material structure and its consequent reduction due to bond degradation. The aim of this thesis is to investigate the behaviour of a constitutive model that describes the initial structure, on various geotechnical problems. The kinematic hardening structured constitutive model (Rouainia and Muir Wood, 2000) ,formulated within a framework of ki
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Meier, Thomas. "Application of hypoplastic and viscohypoplastic constitutive models for geotechnical problems /." Karlsruhe, 2009. http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&doc_number=017703818&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA.

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Santos, Rodríguez Cristian de. "Backanalysis methodology based on multiple optimization techniques for geotechnical problems." Doctoral thesis, Universitat Politècnica de Catalunya, 2015. http://hdl.handle.net/10803/334179.

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Nowadays, thanks to the increase of computers capability to solve huge and complex problems, and also thanks to the endless effort of the geotechnical community to define better and more sophisticated constitutive models, the challenge to predict and simulate soil behavior has been eased. However, due to the increase in that sophistication, the number of parameters that define the problem has also increased. Moreover, frequently, some of those parameters do not have a real geotechnical meaning as they just come from mathematical expressions, which makes them difficult to identify. As a consequ
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Orazalin, Zhandos Y. "Analysis of large deformation offshore geotechnical problems in soft clay." Thesis, Massachusetts Institute of Technology, 2017. http://hdl.handle.net/1721.1/111442.

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Thesis: Ph. D., Massachusetts Institute of Technology, Department of Civil and Environmental Engineering, 2017.<br>Cataloged from PDF version of thesis.<br>Includes bibliographical references (pages 269-281).<br>Although finite element (FE) methods are well established for modeling geotechnical problems in soil masses and soil-structure interaction, most prior research on large deformation problems has been limited to simplified assumptions on drainage conditions and constitutive behavior. This thesis investigates two large deformation problems in soft clay and proposes a methodology for perfo
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Meier, Thomas. "Application of hypoplastic and viscohypoplastic constitutive models for geotechnical problems." Karlsruhe Inst. für Bodenmechanik und Felsmechanik, 2008. http://d-nb.info/995827281/04.

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Janrungautai, Sirisin. "The Study on Uncertainty Modeling and Risk Analysis Geotechnical Problems." 京都大学 (Kyoto University), 2003. http://hdl.handle.net/2433/148293.

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Books on the topic "Geotechnical Problems Of The Witwatersrand"

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Cividini, Annamaria, ed. Application of Numerical Methods to Geotechnical Problems. Springer Vienna, 1998. http://dx.doi.org/10.1007/978-3-7091-2512-0.

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Satyanarayana Reddy, C. N. V., A. Murali Krishna, and Neelima Satyam, eds. Dynamics of Soil and Modelling of Geotechnical Problems. Springer Singapore, 2022. http://dx.doi.org/10.1007/978-981-16-5605-7.

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Wolle, Bruce A. Six-minute solutions for civil PE exam geotechnical problems. 2nd ed. Professional Publications, 2008.

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(Japan), Butsuri Tansa Gakkai. Application manual of geophysical methods to engineering and environmental problems. EAGE Publications, 2014.

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Lumpur), IEM-JSSMFE Joint Symposium on Geotechnical Problems (1986 Kuala. IEM-JSSMFE Joint Symposium on Geotechnical Problems: 27 & 28March 1986, Kuala Lumpur, Malaysia. Institution of Engineers, Malaysia, 1986.

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International Symposium on Recent Developments in Laboratory and Field Tests and Analysis of Geotechnical Problems (1983 Bangkok, Thailand). Recent developments in laboratory and field tests and analysis of geotechnical problems: Proceedings of the International Symposium on Recent Developments in Laboratory and Field Tests and Analysis of Geotechnical Problems, Bangkok, 6-9 December 1983. A.A. Balkema, 1986.

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Annamaria, Cividini, and International Centre for Mechanical Sciences., eds. Application of numerical methods to geotechnical problems: Proceedings of the fourth European conference on Numerical Methods in Geotechnical Engineering, NUMGE98, Udine, Italy, October 14-16, 1998. Springer, 1998.

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Rowiński, Paweł. Experimental and Computational Solutions of Hydraulic Problems: 32nd International School of Hydraulics. Springer Berlin Heidelberg, 2013.

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George, Gazetas, Selig E. T. 1933-, American Society of Civil Engineers. Geotechnical Engineering Division., and ASCE National Convention (1985 : Detroit, Mich.), eds. Vibration problems in geotechnical engineering: Proceedings of a symposium sponsored by the Geotechnical Engineering Division in conjunction with the ASCE Convention in Detroit, Michigan, October 22, 1985. American Society of Civil Engineers, 1985.

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H, Tang Wilson, Asian Institute of Technology, and Southeast Asian Geotechnical Society, eds. Short course on recent developments in laboratory and field tests and analysis of geotechnical problems: 12th-16th December 1983. Asian Institute of Technology, 1987.

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Book chapters on the topic "Geotechnical Problems Of The Witwatersrand"

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Ball, Jon, James Cowburn, and Viv Troughton. "Piling problems." In ICE Manual of Geotechnical Engineering, Second edition, Volume II. Emerald Publishing Limited, 2023. http://dx.doi.org/10.1680/icemge.66830.1339.

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Vaz, L. E., P. O. Faria, and E. A. Vargas. "Limit analysis of geotechnical problems." In Applications of Computational Mechanics in Geotechnical Engineering. Routledge, 2021. http://dx.doi.org/10.1201/9781315137568-20.

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Schweiger, H. F. "Results from Two Geotechnical Benchmark Problems." In Application of Numerical Methods to Geotechnical Problems. Springer Vienna, 1998. http://dx.doi.org/10.1007/978-3-7091-2512-0_62.

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Zhu, Chengwei, Chong Peng, and Wei Wu. "SPH Modeling of Water-Soil Coupling Dynamic Problems." In Recent Geotechnical Research at BOKU. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-52159-1_18.

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Hügel, Hans. "Numerical Modelling of Geotechnical Boundary Value Problems." In High Performance Computing in Science and Engineering ’01. Springer Berlin Heidelberg, 2002. http://dx.doi.org/10.1007/978-3-642-56034-7_45.

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Smith, I. M. "Parallel Coupled Analyses in Geotechnical Engineering." In Application of Numerical Methods to Geotechnical Problems. Springer Vienna, 1998. http://dx.doi.org/10.1007/978-3-7091-2512-0_2.

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Mullarkey, Peter W. "A Geotechnical KBS Using Fuzzy Logic." In Applications of Artificial Intelligence in Engineering Problems. Springer Berlin Heidelberg, 1986. http://dx.doi.org/10.1007/978-3-662-21626-2_69.

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Telekes, G., and Z. Czap. "Investigation on Flow Problems Using Fractal Analysis." In Application of Numerical Methods to Geotechnical Problems. Springer Vienna, 1998. http://dx.doi.org/10.1007/978-3-7091-2512-0_54.

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Prisco, Claudio. "Creep Versus Transient Loading Effects in Geotechnical Problems." In Mechanical Behaviour of Soils Under Environmentally Induced Cyclic Loads. Springer Vienna, 2012. http://dx.doi.org/10.1007/978-3-7091-1068-3_3.

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Matchala, Suneel, Joong Sub Park, Byoung Youn Kim, Tai Gon Choi, and Yong Cheol Jun. "Geotechnical Behaviour and Construction Problems of Sabkha Soil." In Lecture Notes in Civil Engineering. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-2306-5_8.

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Conference papers on the topic "Geotechnical Problems Of The Witwatersrand"

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Klinkvort, Rasmus T., Guillaume Sauvin, Maarten Vanneste, M. E. Vardy, and Carl Fredrik Forsberg. "Seismic Inversion for Geotechnical Problems." In 81st EAGE Conference and Exhibition 2019 Workshop Programme. European Association of Geoscientists & Engineers, 2019. http://dx.doi.org/10.3997/2214-4609.201901925.

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Prónay, Z., P. Tildy, and E. Törös. "Geotechnical Problems Caused by Unknown Cellars." In 7th Congress of the Balkan Geophysical Society. EAGE Publications BV, 2013. http://dx.doi.org/10.3997/2214-4609.20131748.

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Mets, Mait, Vello Pallav, and Rauno Raudsepp. "Geotechnical Problems of Tartu Old Town." In The 13th Baltic Sea Region Geotechnical Conference. Vilnius Gediminas Technical University, 2016. http://dx.doi.org/10.3846/13bsgc.2016.004.

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This article analyses the formation of soil properties and the behaviour of buildings in Tartu Old Town. For assessing this, data was gathered from settled constructions, which showed that geotechnical actions change the properties of fluvial sediments variously and as such need thorough research. The preservation of wood used in foundations depends on their placement in geological layers, on the fluctuations of surface water and the geotechnical solutions used. The effects of geotechnical actions conducted before need more attention and therefore new projectsolutions in Tartu Old Town need th
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"Geotechnical: Short Abstracts." In Symposium on the Application of Geophysics to Engineering and Environmental Problems 2019. Society of Exploration Geophysicists and Environment and Engineering Geophysical Society, 2019. http://dx.doi.org/10.4133/sageep.32-018.

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D.K. McCook. "SPECIAL GEOTECHNICAL ENGINEERING PROBLEMS WITH CHANNEL SLOPES." In 2003, Las Vegas, NV July 27-30, 2003. American Society of Agricultural and Biological Engineers, 2003. http://dx.doi.org/10.13031/2013.13756.

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Christian, John T., and Gregory B. Baecher. "Unresolved Problems in Geotechnical Risk and Reliability." In Georisk 2011. American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41183(418)3.

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Alonso, E. E., and S. Olivella. "Unsaturated Soil Mechanics Applied to Geotechnical Problems." In Fourth International Conference on Unsaturated Soils. American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40802(189)1.

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Honjo, Yusuke, and Yu Otake. "Normative Statistical Solutions for Common Geotechnical Problems." In Proceedings of the 7th International Symposium on Geotechnical Safety and Risk (ISGSR 2019). Research Publishing Services, 2019. http://dx.doi.org/10.3850/978-981-11-2725-0-ms1-2-cd.

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Sastry, Rambhatla G., C. Sumedha, and Suman K. Mondal. "ROLE OF GEOELECTRIC IMAGING IN GEOTECHNICAL SITE INVESTIGATIONS WHEN CONVENTIONAL GEOTECHNICAL TESTS FAIL." In Symposium on the Application of Geophysics to Engineering and Environmental Problems 2013. Environment and Engineering Geophysical Society, 2013. http://dx.doi.org/10.4133/sageep2013-034.1.

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Dashjamts, Dalain. "Geotechnical problems of construction on permafrost in Mongolia." In 2007 International Forum on Strategic Technology. IEEE, 2007. http://dx.doi.org/10.1109/ifost.2007.4798531.

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Reports on the topic "Geotechnical Problems Of The Witwatersrand"

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Sakleshpur, Venkata A., Monica Prezzi, Rodrigo Salgado, and Mir Zaheer. CPT-Based Geotechnical Design Manual, Volume 3: CPT-Based Design of Foundations—Example Problems. Purdue University, 2022. http://dx.doi.org/10.5703/1288284317348.

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This manual provides guidance on how to use the cone penetration test (CPT) for site investigation and foundation design. The manual has been organized into three volumes. Volume 1 covers the execution of CPT-based site investigations and presents a comprehensive literature review of CPT-based soil behavior type (SBT) charts and estimation of soil variables from CPT results. Volume 2 covers the methods and equations needed for CPT data interpretation and foundation design in different soil types, while Volume 3 includes several example problems (based on instrumented case histories) with detai
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Niazi, Fawad. CPT-Based Geotechnical Design Manual, Volume 1: CPT Interpretation—Estimation of Soil Properties. Purdue University, 2022. http://dx.doi.org/10.5703/1288284317346.

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This manual provides guidance on how to use the cone penetration test (CPT) for site investigation and foundation design. The manual has been organized into three volumes. Volume 1 covers the execution of CPT-based site investigations and presents a comprehensive literature review of CPT-based soil behavior type (SBT) charts and estimation of soil variables from CPT results. Volume 2 covers the methods and equations needed for CPT data interpretation and foundation design in different soil types, while Volume 3 includes several example problems (based on instrumented case histories) with detai
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Sakleshpur, Venkata A., Monica Prezzi, Rodrigo Salgado, and Mir Zaheer. CPT-Based Geotechnical Design Manual, Volume 2: CPT-Based Design of Foundations—Methods. Purdue University, 2022. http://dx.doi.org/10.5703/1288284317347.

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This manual provides guidance on how to use the cone penetration test (CPT) for site investigation and foundation design. The manual has been organized into three volumes. Volume 1 covers the execution of CPT-based site investigations and presents a comprehensive literature review of CPT-based soil behavior type (SBT) charts and estimation of soil variables from CPT results. Volume 2 covers the methods and equations needed for CPT data interpretation and foundation design in different soil types, while Volume 3 includes several example problems (based on instrumented case histories) with detai
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Boyer, A., and N. R. Billette. Orebodies and mining environment, links between geology and quantification. Natural Resources Canada/CMSS/Information Management, 1989. http://dx.doi.org/10.4095/331774.

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The application of quantitative techniques to solve geological and geoengineering problems is relatively recent. Often borrowed from other fields, models must be selected with care to ensure that they are appropriate. The introduction, increasing use and rapid development of these techniques follows the fast evolution of more powerful computer hardwares and softwares. Studies have been carried out to establish the usefulness of several quantitative techniques in solving typical geological/geotechnical problems using available exploration and production drillhole data. Results derived from thes
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Morgan. L51992 Centrifuge Modeling of Frost Heave of Chilled Buried Pipelines. Pipeline Research Council International, Inc. (PRCI), 2005. http://dx.doi.org/10.55274/r0010951.

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This project considers some of the geotechnical and geothermal engineering issues that will need to be considered for the design and construction of large diameter gas transmission pipelines from the arctic production areas to southern markets. The challenges relate to determination of the frost heave and thaw settlement behaviour of a pipeline as it crosses from areas of continuous permafrost, through discontinuous zones to completely unfrozen ground conditions. The use of chilled gas will overcome some problems in already frozen ground but will cause frost heave where a frost bulb is formed
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Steudlein, Armin, Besrat Alemu, T. Matthew Evans, et al. PEER Workshop on Liquefaction Susceptibility. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2023. http://dx.doi.org/10.55461/bpsk6314.

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Seismic ground failure potential from liquefaction is generally undertaken in three steps. First, a susceptibility evaluation determines if the soil in a particular layer is in a condition where liquefaction triggering could potentially occur. This is followed by a triggering evaluation to estimate the likelihood of triggering given anticipated seismic demands, environmental conditions pertaining to the soil layer (e.g., its depth relative to the ground water table), and the soil state. For soils where triggering can be anticipated, the final step involves assessments of the potential for grou
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