Rozprawy doktorskie na temat „Geotechnical centrifuge”
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Smith, James Seymour. "Scaled geotechnical centrifuge modelling of gelifluction". Thesis, Cardiff University, 2004. http://orca.cf.ac.uk/54676/.
Pełny tekst źródłaLemoine, Elise Marie Jeanette Simone. "Modelling sand production in a geotechnical centrifuge". Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2000. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape4/PQDD_0018/MQ48275.pdf.
Pełny tekst źródłaLouw, Hendrik. "Modelling horizontally loaded piles in the geotechnical centrifuge". Diss., University of Pretoria, 2020. http://hdl.handle.net/2263/73182.
Pełny tekst źródłaDissertation (MEng)--University of Pretoria, 2020.
The Concrete Institute
Concrete Society of Southern Africa
WindAfrica project
Civil Engineering
MEng (Structural Engineering)
Unrestricted
Begaj, Qerimi Leonora. "Geotechnical centrifuge model testing for pile foundation re-use". Thesis, City, University of London, 2009. http://openaccess.city.ac.uk/17452/.
Pełny tekst źródłaTaunton, Paul R. "Centrifuge modelling of soil/masonry structure interaction". Thesis, Cardiff University, 1997. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.244112.
Pełny tekst źródłaMokrani, A. "Centrifuge and finite element modelling of buried flexible culverts". Thesis, University of Manchester, 1988. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.233377.
Pełny tekst źródłaDepountis, Nikos. "Geotechnical centrifuge modelling of capillary phenomena and contaminant migration in unsaturated soils". Thesis, Cardiff University, 2000. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.364759.
Pełny tekst źródłaBrouwers, Luke Bernhard. "Geotechnical Centrifuge Modelling of Variably Saturated Flow at The Soil-Rock Interface". Diss., University of Pretoria, 2017. http://hdl.handle.net/2263/63229.
Pełny tekst źródłaDissertation (MSc)--University of Pretoria, 2017.
Water Research Commission
Geology
MSc
Unrestricted
Hurley, Shawn J. "Development of a settling column and associated primary consolidation monitoring systems for use in the geotechnical centrifuge : investigation of geotechnical-geophysical correlations /". Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1999. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape8/PQDD_0009/MQ42397.pdf.
Pełny tekst źródłaIglesia, Geraldo R. (Geraldo Ramiro). "Trapdoor experiments on the centrifuge--a study of arching in geomaterials and similitude in geotechnical models". Thesis, Massachusetts Institute of Technology, 1991. http://hdl.handle.net/1721.1/113811.
Pełny tekst źródłaJones, Brendon Ronald. "Geotechnical centrifuge modelling of the behaviour of a compressible clay horizon underlying a reinforced sand foundation". Diss., University of Pretoria, 2014. http://hdl.handle.net/2263/40363.
Pełny tekst źródłaDissertation (MSc)--University of Pretoria, 2014.
gm2014
Geology
unrestricted
Ratnam, Sangkaran. "Geotechnical centrifuge modeling of the behavior of light nonaqueous phase liquids (LNAPLs) in sand samples under hydraulic flushing". Thesis, Massachusetts Institute of Technology, 1996. http://hdl.handle.net/1721.1/10849.
Pełny tekst źródłaMadden, Patrick. "The influence of structural details, geotechnical factors and environs on the seismic response of framed structures". Thesis, University of Dundee, 2014. https://discovery.dundee.ac.uk/en/studentTheses/c24ae223-999c-407c-bd3f-b461708dcbb3.
Pełny tekst źródłaLi, Xinyao. "CENTRIFUGE MODELLING AND NUMERICAL SIMULATION OF NOVEL HYBRID FOUNDATIONS FOR OFFSHORE WIND TURBINES". Case Western Reserve University School of Graduate Studies / OhioLINK, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=case1594728306295576.
Pełny tekst źródłaSobrinho, Rubens Ramires. "Método para proteção dos dados contra falhas de comunicação em redes de sensores sem fios". Universidade de São Paulo, 2007. http://www.teses.usp.br/teses/disponiveis/3/3135/tde-17012008-110514/.
Pełny tekst źródłaThis work present a method development to guarantee of the integrity data in the wireless smart sensor networks, employed in centrifuge physical modeling tests of anchors used as fixing devices of deep water production oil and gas systems. The use of wireless smart sensor networks technology has been increasing in many engineering areas. In spite of this evidence, lots of problems are being faced and studied by the researchers, environmental interference, power and reach relations, integrity of the information, miniaturization of the devices, energy autonomy, algorithms and useful life. The use of the wireless smart sensor networks technology in the reduced physical models test in centrifuge, by first time in Brazil, will allow significant advances in the parameters determination. The conventional instrumentation presents inconvenience of the weight cables and difficulties of the devices in the models by limited portability.
Wu, Kuen-Wei, i 吳崑瑋. "Development of an FBG-Based Miniature Pore Pressure Transducer for Geotechnical Centrifuge Testing". Thesis, 2017. http://ndltd.ncl.edu.tw/handle/925p52.
Pełny tekst źródła國立交通大學
土木工程系所
105
Electrical miniature pore pressure transducers (PPTs) have been widely used in geotechnical centrifuge modelling tests to measure the pore pressure variations in the test specimen. Among the available sensors, Druck PDCR81 series produced by GE Sensing and Inspection Technologies has been the most popular one. However, this electrical sensor can be affected by electromagnetic interference (EMI). Since the sensor diaphragm is made of silicon, the calibration factors can vary after a centrifuge test. In addition, the Druck PDCR81 PPTs may not work repeatedly with a linear response under negative pressure. These problems may lead to unreliable test results. To overcome these drawbacks, a miniature PPT was developed using optical fiber Bragg grating (FBG) as the sensing element in this research project. The design takes advantage of the unique capabilities of FBG that it is immune to EMI and moisture. A geotechnical centrifuge modelling test was performed at the University of Cambridge for verification of the FBG based PPT. The thesis describes the background of the research, design principles of the new FBG PPT and its performance based on available test results.
Jacobs, EMILY. "Centrifuge Modelling of Instability in Granular Soils under Infinite Slope Conditions". Thesis, 2013. http://hdl.handle.net/1974/8502.
Pełny tekst źródłaThesis (Master, Civil Engineering) -- Queen's University, 2013-12-03 21:06:56.806
Bryant, SARAH. "Physical Modelling of the Mobility of Dry Granular Landslides". Thesis, 2013. http://hdl.handle.net/1974/8311.
Pełny tekst źródłaThesis (Master, Civil Engineering) -- Queen's University, 2013-09-25 15:48:54.761
Wolinsky, Eric. "Investigation of Softening Instability Phenomena Under Simulated Infinite Slope Conditions in Centrifuge Tilting Table Tests". Thesis, 2014. http://hdl.handle.net/1974/12159.
Pełny tekst źródłaThesis (Master, Civil Engineering) -- Queen's University, 2014-04-29 22:01:36.786