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

Author: Grafiati

Published: 30 June 2021

Last updated: 3 February 2022

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1

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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2

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

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3

Schweitzer, J. K., and R. A. Johnson. "Geotechnical classification of deep and ultra-deep Witwatersrand mining areas, South Africa." Mineralium Deposita 32, no. 4 (July 9, 1997): 335–48. http://dx.doi.org/10.1007/s001260050100.

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4

Garson, Yvonne. "Some reflections on historical cartobibliography in South Africa." Indexer: The International Journal of Indexing: Volume 23, Issue 2 23, no. 2 (October 1, 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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5

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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6

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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7

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 (September 2001): 885–91. http://dx.doi.org/10.1016/s1365-1609(01)00054-5.

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8

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

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9

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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10

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

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11

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

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12

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 (June 2018): 901–4. http://dx.doi.org/10.1002/cepa.785.

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13

Calvetti, Francesco. "Discrete modelling of granular materials and geotechnical problems." Revue européenne de génie civil 12, no. 7-8 (October 1, 2008): 951–65. http://dx.doi.org/10.3166/ejece.12.951-965.

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14

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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15

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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16

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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17

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

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18

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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19

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

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20

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

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21

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 (October 2010): 446–51. http://dx.doi.org/10.1061/(asce)cf.1943-5509.0000058.

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22

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

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23

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

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24

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

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25

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

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26

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 scanner was adopted to monitor the horizontal, vertical movement and tilting of the gravity anchor. The influence of the relative soil stiffness on the spudcan pentration behaviour and the soil deformation and interaction with the gravity anchor are discussed based on the centrifuge test results.

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27

Sterpi, Donatella. "An analysis of geotechnical problems involving strain softening effects." International Journal for Numerical and Analytical Methods in Geomechanics 23, no. 13 (November 1999): 1427–54. http://dx.doi.org/10.1002/(sici)1096-9853(199911)23:13<1427::aid-nag6>3.0.co;2-b.

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28

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

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29

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 (December 2010): 163–72. http://dx.doi.org/10.1007/s11204-010-9104-6.

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30

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

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31

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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32

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 (June 2013): 401–8. http://dx.doi.org/10.1007/s12204-013-1409-y.

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33

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 (November 2005): 4633–50. http://dx.doi.org/10.1016/j.cma.2004.11.009.

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34

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 (February 1, 2021): 012038. http://dx.doi.org/10.1088/1757-899x/1064/1/012038.

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35

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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36

de Matos-Ala, Jacqui. "Unlocking Curriculum Design: Experiences in Constructing a Dynamic IR Undergraduate Curriculum in South Africa." International Studies Perspectives 20, no. 3 (July 26, 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 suggest that we have been successful in creating environments conducive for learning. However, extraneous factors hindered us from fully realizing our objectives; the resolution of the socio-political problems that create such extraneous factors is beyond the ability of curriculum design. We argue that the contribution of curriculum design lies in a reflective educational response to societal needs based on sound pedagogical theory.

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37

Sadek, Samer, Magued G. Iskander, and Jinyuan Liu. "Geotechnical properties of transparent silica." Canadian Geotechnical Journal 39, no. 1 (February 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 of sands and clays, respectively. The materials used in this research have the same refractive index, which permits combining both families in a stratified transparent soil model. The transparent soils described in this paper represent the only system of transparent materials capable of resembling soils that have a wide range of grain sizes including sand and clay using the same pore fluid.Key words : imaging, optical, silica gel, amorphous silica, clay, sand, modeling.

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38

Mitachi, Toshiyuki. "On the Role of Geotechnical Engineering related with Environmental Problems." TRENDS IN THE SCIENCES 4, no. 7 (1999): 75–77. http://dx.doi.org/10.5363/tits.4.7_75.

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39

Kimura, T., O. Kusakabe, and K. Saitoh. "Geotechnical model tests of bearing capacity problems in a centrifuge." Géotechnique 35, no. 1 (March 1985): 33–45. http://dx.doi.org/10.1680/geot.1985.35.1.33.

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40

Day, Robert W. "Geotechnical Engineering: A Risky Profession with Many Issues and Problems." Journal of Professional Issues in Engineering Education and Practice 119, no. 2 (April 1993): 201–4. http://dx.doi.org/10.1061/(asce)1052-3928(1993)119:2(201).

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41

Arai, Katsuhiko, and Keiichi Tagyo. "Limit Analysis of Geotechnical Problems By Applying Lower-Bound Theorem." Soils and Foundations 25, no. 4 (December 1985): 37–48. http://dx.doi.org/10.3208/sandf1972.25.4_37.

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42

Washington, David W., and Jay N. Meegoda. "Micro-mechanical simulation of geotechnical problems using massively parallel computers." International Journal for Numerical and Analytical Methods in Geomechanics 27, no. 14 (2003): 1227–34. http://dx.doi.org/10.1002/nag.317.

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43

Augarde, C. E., A. Ramage, and J. Staudacher. "Element-based preconditioners for elasto-plastic problems in geotechnical engineering." International Journal for Numerical Methods in Engineering 71, no. 7 (2007): 757–79. http://dx.doi.org/10.1002/nme.1947.

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44

Ter-Martirosyan, Armen, Vitalii Sidorov, and Lubov Ermoshina. "Features of optimization of model parameters for solving geotechnical problems." MATEC Web of Conferences 251 (2018): 02035. http://dx.doi.org/10.1051/matecconf/201825102035.

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At present, numerical methods of calculations, which are implemented in a large number of software complexes, are widely used in geotechnical practice and the definition of input parameters of the ground is very important and necessary to reflect the real work of the foundation of geotechnical structures [1-4]. There are often cases when the results obtained during laboratory tests of soils are not accepted by software complexes, errors are given, recommendations are proposed for changing the parameters in the direction of increasing or decreasing. In connection with these problems, the question arose about the need to optimize soil parameters obtained as a result of laboratory tests to compare and correct these parameters, based on the degree of approximation of model tests with laboratory tests [5]. Optimization of soil parameters can be carried out in the subroutine Soil test, incorporated in the PLAXIS geotechnical software [6]. Using the Soil test, the triaxial and compression tests are simulated based on the input parameters of the soil and the initial test data. The purpose of this study was to describe the methodology for optimizing the parameters of the Hardening Soil model and the Soft Soil Creep model using the PLAXIS 3D software geotechnical complex, as well as a comparative analysis of the results of laboratory soil tests with modeling results in software complex.

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45

Cui, W., K. A. Gawecka, D. M. Potts, D. M. G. Taborda, and L. Zdravković. "Numerical analysis of coupled thermo-hydraulic problems in geotechnical engineering." Geomechanics for Energy and the Environment 6 (June 2016): 22–34. http://dx.doi.org/10.1016/j.gete.2016.03.002.

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46

Giraud, A., P. Antoine, T. W. J. Van Asch, and J. D. Nieuwenhuis. "Geotechnical problems caused by glaciolacustrine clays in the French Alps." Engineering Geology 31, no. 2 (October 1991): 185–95. http://dx.doi.org/10.1016/0013-7952(91)90005-6.

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47

Cui, Lijie, and Daichao Sheng. "Genetic algorithms in probabilistic finite element analysis of geotechnical problems." Computers and Geotechnics 32, no. 8 (December 2005): 555–63. http://dx.doi.org/10.1016/j.compgeo.2005.11.005.

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48

Kontoe, Stavroula, Lidija Zdravkovic, and David M. Potts. "An assessment of time integration schemes for dynamic geotechnical problems." Computers and Geotechnics 35, no. 2 (March 2008): 253–64. http://dx.doi.org/10.1016/j.compgeo.2007.05.001.

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49

Nazem, M., J. P. Carter, and D. W. Airey. "Arbitrary Lagrangian–Eulerian method for dynamic analysis of geotechnical problems." Computers and Geotechnics 36, no. 4 (May 2009): 549–57. http://dx.doi.org/10.1016/j.compgeo.2008.11.001.

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50

Beer, Gernot, and Christian Duenser. "Advanced Boundary Element analysis of geotechnical problems with geological inclusions." Computers and Geotechnics 79 (October 2016): 86–95. http://dx.doi.org/10.1016/j.compgeo.2016.06.004.

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