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Dissertations / Theses on the topic 'Laboratory testing'

Author: Grafiati

Published: 4 June 2021

Last updated: 25 July 2025

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1

Stokes, Michael Jeffrey. "Laboratory statnamic testing." [Tampa, Fla.] : University of South Florida, 2004. http://purl.fcla.edu/fcla/etd/SFE0000326.

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2

Gudmarsson, Anders. "Laboratory Seismic Testing of Asphalt Concrete." Licentiate thesis, KTH, Väg- och banteknik, 2012. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-104236.

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Nondestructive laboratory seismic testing to characterize the complex modulus and Poisson’s ratio of asphalt concrete is presented in this thesis. These material properties are directly related to pavement quality and the dynamic Young’s modulus is used in thickness design of pavements. Existing standard laboratory methods to measure the complex modulus are expensive, time consuming, not truly nondestructive and cannot be directly linked to nondestructive field measurements. This link is important to enable future quality control and quality assurance of pavements based on the dynamic modulus.

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3

Schabort, Elske Jeanne. "The reliability of laboratory performance testing." Master's thesis, University of Cape Town, 1997. http://hdl.handle.net/11427/26671.

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The reproducibility of a measurement in a laboratory test impacts on the power of that test to detect the small, but significant changes in an athlete's performance when determining the influence of a new training or nutritional intervention. Until recently, however, sport scientists have not been concerned with establishing the reliability of many of their testing protocols. Therefore, the purpose of this thesis was to examine the reliability of several laboratory tests of performance and to determine those factors which may impact on the reproducibility of those tests. Possible factors that

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4

Troost, Jan J. "Factors influencing laboratory vibratory compaction." Master's thesis, University of Cape Town, 1987. http://hdl.handle.net/11427/17651.

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Includes bibliography.<br>The thesis consists of a literature review and a limited experimental investigation in a soils laboratory. The objective of the literature review is to determine what standard laboratory test methods based on vibration exist for the control of compaction, to what soil types these tests are applicable and what the factors are which affect laboratory vibratory compaction. The study revealed that extensive research has been carried out in the USA and Europe, where standard laboratory compaction tests exist for the determination of the maximum dry density of cohesionless,

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5

Chan, Chi-chung, and 陳智聰. "Quality management issues facing a testing laboratory." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 1998. http://hub.hku.hk/bib/B31268493.

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6

Chan, Chi-chung. "Quality management issues facing a testing laboratory /." Hong Kong : University of Hong Kong, 1998. http://sunzi.lib.hku.hk/hkuto/record.jsp?B19876695.

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7

Jha, Ranjani Kumar. "Field and laboratory testing of calcareous sand /." Title page, abstract and table of contents only, 1994. http://web4.library.adelaide.edu.au/theses/09ENS/09ensj59.pdf.

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8

VAVASSORI, Paolo. "CitLab, a laboratory for combinatorial interaction testing." Doctoral thesis, Università degli studi di Bergamo, 2016. http://hdl.handle.net/10446/63650.

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9

Harrington, John Francis. "Comparison of alternative laboratory dowel bar testing procedures." [Ames, Iowa : Iowa State University], 2006.

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10

Rehman, Shafiq-ur. "Laboratory testing of envelope materials for pipe drains." Thesis, McGill University, 1995. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=23419.

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Soils which were known to have caused sedimentation problems in drain pipes were used in the investigations. Different envelope combinations such as soil-fabric, soil-gravel and soil-sand-fabric were evaluated. Nine 100 mm diameter, 250 mm high permeameters were used to determine the functioning of envelope materials and to improve the criteria for testing of envelope materials. To obtain a clear indication of success/failure of an envelope, a wide range of hydraulic gradients and different thicknesses of soils and envelopes were used. The most effective thicknesses were, 5 cm of soil with fab

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11

Gharpuray, Archana M. "GPIB interface for testing and controlling laboratory projects." Thesis, Kansas State University, 1986. http://hdl.handle.net/2097/9914.

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12

Tognon, Andrew R. "Laboratory testing of geosynthetics used in landfill barrier systems." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1999. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape8/PQDD_0007/MQ42106.pdf.

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13

Shipway, Philip Howard. "Erosive wear of brittle materials and its laboratory simulation." Thesis, University of Cambridge, 1992. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.282026.

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14

Ho, Chun-wah. "An overview of environmental laboratory testing services in Hong Kong /." Hong Kong : University of Hong Kong, 1997. http://sunzi.lib.hku.hk/hkuto/record.jsp?B18736014.

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15

Duguay, Martin R. A. "Comparison of on-ice versus laboratory tests of skating speed and power." Thesis, McGill University, 1992. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=61291.

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The purpose of this study was to establish the reliability and validity of the Power Master isokinetic ergometer in measuring skating power for 34 hockey players (14 professional, 11 recreational, and 9 female university players). Comparisons between two on-ice tests and four laboratory tests of skating speed and power, and prediction of sprint skating speed were also examined for 19 hockey players (10 recreational and 9 female university players). The Power Master displayed internal consistency reliability, construct validity, and criterion related validity. Significant correlations occurred

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16

Ho, Chun-wah, and 何振華. "An overview of environmental laboratory testing services in Hong Kong." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 1997. http://hub.hku.hk/bib/B31253738.

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17

Penishkevich, Ya I. "Laboratory testing of retinal pigment epithelium dysfuction in diabetic retinopathy." Thesis, БДМУ, 2022. http://dspace.bsmu.edu.ua:8080/xmlui/handle/123456789/19663.

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18

Quist, Cameron M. "Assessment and Expansion of Laboratory-Based Testing of Biomass Cookstoves." BYU ScholarsArchive, 2021. https://scholarsarchive.byu.edu/etd/9160.

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Biomass cookstoves are a significant source of various pollutants, such as CO2, CO, and particulate matter (PM). To mitigate the issues surrounding cookstoves, significant research has been undertaken on improved cookstoves (ICS). This research can be performed in a laboratory setting, in the field, or a combination of both. This work concentrates on the purely laboratory testing. Laboratory testing has both advantages and disadvantages when compared to field testing (e.g. decreased cost and increased consistency). However, field applications are variable, environments can be significantly dif

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19

Wineland, Vernon William. "Laboratory and field testing and evaluation of precast bridge elements." [Ames, Iowa : Iowa State University], 2009.

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20

Morotti, Roberto. "DEVELOPMENT OF A VIRTUAL TESTING LABORATORY FOR LOWER LIMB PROSTHESIS." Doctoral thesis, Università degli studi di Padova, 2014. http://hdl.handle.net/11577/3423573.

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The introduction of computer-aided tools into the product development process allows improving the quality of the product, evaluating different variants of the same product in a faster way and reducing time and costs. They can play a meaningful role also in designing custom-fit products (especially, those characterized by a tight interaction with the human body), increasing the comfort and improving people’s quality of life. This thesis concerns a specific custom-fit product, the lower limb prosthesis. It is part of a research project that aims at developing a new design platform centred on

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21

Edwards, Jonathan Paul. "Laboratory characterisation of pavement foundation materials." Thesis, Loughborough University, 2007. https://dspace.lboro.ac.uk/2134/3067.

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Pavement foundations for major roads in the UK were historically designed on an empirical basis, related to a single design chart, restricting the incorporation of superior performing materials or materials for which the empirical data sets were not available. The adoption of performance based specifications was promoted as they are perceived to 'open up' the use of alternative materials (including 'local' sources of primary materials) or techniques, and allow for the incorporation of superior performance into the overall pavement design. Parallel developments to the performance based design o

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22

Seward, Balaji B. "Small engine emissions testing laboratory development and emissions sampling system verification." Morgantown, W. Va. : [West Virginia University Libraries], 2010. http://hdl.handle.net/10450/11024.

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Thesis (M.S.)--West Virginia University, 2010.<br>Title from document title page. Document formatted into pages; contains xvi, 110 p. : ill. Includes abstract. Includes bibliographical references (p. 108-110).

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23

Villeneuve, Joey. "Laboratory Testing for Adfreeze Bond of Sand on Model Steel Piles." Thesis, Université d'Ottawa / University of Ottawa, 2018. http://hdl.handle.net/10393/37323.

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This study explored the available adfreeze data published in literature and the techniques used to obtain it. Two methods were selected and modified to complete series of adfreeze bond test. A model pile pull-out method consisting of pulling a pile out a large specimen of soil was the first method used. The second method was modified from an interface shearing apparatus developed by Dr. Fakharian and Dr. Evgin at the University of Ottawa in 1996 and allowed preparing, freezing and testing the specimen in place. The material and soil tested for this study were provided by EXP Services Inc. The

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24

Jacobson, Jesse Richard. "Factors Affecting Strength Gain and Development of a Laboratory Testing Procedure." Thesis, Virginia Tech, 2002. http://hdl.handle.net/10919/32298.

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Lime-cement columns were constructed to improve soft ground at the I-95/Route 1 Interchange in Alexandria, Virginia. As part of the test embankment program, two different commercial laboratories performed laboratory tests on treated soil, and they produced strikingly different unconfined compression test results. Further, both sets of results are different from test results for similar soils available in the published literature. This situation created uncertainties and a conservative design philosophy, accompanied by increased construction costs compared to typical lime-cement column proje

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25

Cambier, Severine. "ATMOSPHERIC CORROSION OF COATED STEEL; RELATIONSHIP BETWEEN LABORATORY AND FIELD TESTING." The Ohio State University, 2014. http://rave.ohiolink.edu/etdc/view?acc_num=osu1388763285.

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26

Kruger, Dawid. "Gas phase heterogeneous catalyst performance testing in laboratory fixed-bed reactors." Master's thesis, Faculty of Engineering and the Built Environment, 2019. http://hdl.handle.net/11427/31115.

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Activity, selectivity and stability are invariably among the key factors of the performance of a catalyst. In the development of catalysts these properties are often screened for a range of materials and formulations. Interpretation of these key performance indicators are prone to various confounding effects. Here, performance testing of solid, porous catalysts for gas phase reactions in tubular fixed bed reactors is considered. Transport limitations and particularly internal mass transfer limitations are often cited in this case. Many have given general discussions and guides for effective ca

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27

Jarnerud, Tova. "Construction and initial testing of a LABORATORY SCALE ELECTRIC ARC FURNACE." Thesis, KTH, Materialvetenskap, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-215013.

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This work aims to describe the designing and construction of a 10 kg laboratory scale Electric Arc Furnace equipped with a system for measurement of electrical parameters. The EAF is used in a research project where the aim is to develop a new online measurement system for an optimized steel production with respect to a low energy consumption and resource efficiency. The laboratory scale is the first step in the project and will be followed by pilot testing and industrial testing, if the results are successful. In order to calculate how much energy that is fed into the system, the power and vo

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28

Zamasari, Amin. "Investigating and testing controlled cooling water usage in the instrumentation laboratory." Thesis, Zamasari, Amin (2015) Investigating and testing controlled cooling water usage in the instrumentation laboratory. Honours thesis, Murdoch University, 2015. https://researchrepository.murdoch.edu.au/id/eprint/29912/.

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The main goal of this thesis document is to facilitate the investigation of cooling water usage in Instrument and Control Facility laboratory. This thesis report illustrates the main idea on how the investigation of cooling water usage was conducted. The problem arising from the Instrument Control Engineering, ICE lab is pointed out in this study, and it is expected that this study could solve the problem, hence benefit the School of Engineering and Energy. In this document the usage of cooling water will be investigated and examined as possible cold water is supplied to the testing equipm

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29

Weidinger, David M. "Laboratory analysis of small strain moduli in compacted silts." Diss., Rolla, Mo. : Missouri University of Science and Technology, 2008. http://scholarsmine.mst.edu/thesis/pdf/Weidinger_09007dcc8055189a.pdf.

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Thesis (M.S.)--Missouri University of Science and Technology, 2008.<br>Vita. The entire thesis text is included in file. Title from title screen of thesis/dissertation PDF file (viewed October 20, 2008) Includes bibliographical references.

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30

Gamble, Fraser William. "A laboratory test of anaerobic endurance for ice hockey players /." Thesis, McGill University, 1986. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=65489.

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31

Steinert, Bryan Christopher. "Field and Laboratory Evaluation of the Portable Falling Weight Deflectometer." Fogler Library, University of Maine, 2005. http://www.library.umaine.edu/theses/pdf/SteinertBC2005.pdf.

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32

Gonzalez, Alvaro Andres. "An experimental study of the deformational and performance characteristics of foamed bitumen stabilised pavements." Thesis, University of Canterbury. Civil and Natural Resources Engineering, 2009. http://hdl.handle.net/10092/3285.

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The research presented in this thesis studies the effects of foamed bitumen on the deformational behaviour and performance of pavement materials. The research was conducted in the laboratory and the field, using specific New Zealand materials. The aggregate used is a blend of a coarse aggregate imported from the Auckland region with a crushed dust from the Canterbury region. The bitumen selected for the study is an 80/100 bitumen grade, and the active filler was a Portland Cement, both commonly used for foamed bitumen stabilization in New Zealand. In the laboratory, samples of mixes with diff

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33

Hayden, Audra H. "Correlation between field and laboratory testing for a full-scale stormwater pond." Tallahassee, Florida : Florida State University, 2010. http://etd.lib.fsu.edu/theses/available/etd-12062009-083125.

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Thesis (M.S.)--Florida State University, 2010.<br>Advisor: Kamal Tawfiq, Florida State University, College of Engineering, Dept. of Civil and Environmental Engineering. Title and description from dissertation home page (viewed on July 14, 2010). Document formatted into pages; contains x, 99 pages. Includes bibliographical references (p. 96-98).

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34

Bøhn, Olav Dybvik. "Ice abrasion of concrete, background theory and testing at the NTNU laboratory." Thesis, Norges teknisk-naturvitenskapelige universitet, Institutt for konstruksjonsteknikk, 2012. http://urn.kb.se/resolve?urn=urn:nbn:no:ntnu:diva-19095.

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Ice abrasion has been reviewed. Concrete and ice and their most important properties in accordance to ice abrasion have been studied. Concrete strength and contact pressure between ice and concrete is found to be important factors. Former studies of ice abrasion differ in their conclusions of which parameters they include in their ice abrasion models. The different parameters are; ice contact pressure, ice sliding speed, temperature, concrete strength, size of aggregate, total sliding distance. Different models include one or more of these parameters. Some of the previous experiments has come

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35

Johnson, Wesley Byron. "Design and Testing of a Laboratory Ultrasonic Data Acquisition System for Tomography." Thesis, Virginia Tech, 2005. http://hdl.handle.net/10919/30938.

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Geophysical tomography allows for the measurement of stress-induced density changes inside of a rock mass or sample by non-invasive means. Tomography is a non-destructive testing method by which sensors are placed around a sample and energy is introduced into the sample at one sensor while the other sensors receive the energy. This process is repeated around the sample to obtain the desired resolution. The received information is converted by a mathematical transform to obtain a tomogram. This tomogram shows a pixelated distribution of the density within the sample. Each pixel represents

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36

Amini, Kamran. "Laboratory Testing of High Performance Repair Materials for Pavements and Bridge Decks." Cleveland State University / OhioLINK, 2015. http://rave.ohiolink.edu/etdc/view?acc_num=csu1432732576.

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37

Rengarajan, Muralidharan. "Laboratory testing of shotcrete with fibres of steel, basalt or synthetic materials." Thesis, KTH, Betongbyggnad, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-287310.

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Shotcrete or sprayed concrete has become an inevitable material for stabilising and supporting hard rock tunnels. To prevent rock block fallouts in the excavated tunnel, shotcrete is pneumatically projected under high pressure on the rock surface. This method has proven to reduce the construction time drastically, and the addition of fibres in the shotcrete material results in Fibre Reinforced Shotcrete (FRS). The fibres increased the strength of the parent matrix and made the reinforcement bar (mesh) placing procedure with its heavy labour work unnecessary. Even though FRS have been in use fo

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38

Cobb, Bryan Richard. "Laboratory and Field Studies in Sports-Related Brain Injury." Diss., Virginia Tech, 2015. http://hdl.handle.net/10919/73208.

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The studies presented in this dissertation investigated biomechanical factors associated with sports-related brain injuries on the field and in the laboratory. In the first study, head impact exposure in youth football was observed using a helmet mounted accelerometer system to measure head kinematics. The results suggest that restriction on contact in practice at the youth level can translate into reduced head impact exposure over the course of a season. A second study investigated the effect of measurement error in the head impact kinematic data collected by the helmet mounted system have

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39

Goudie, K. "Experimental study of the gross deformation of tubular beams." Thesis, University of Manchester, 1986. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.380143.

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40

Denham, Martha H. "The Use of Laboratory Testing to Understand the Behavior of Collapsible Soil Upon Wetting." PDXScholar, 1992. https://pdxscholar.library.pdx.edu/open_access_etds/4664.

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In developing a constitutive model that could predict the settlement due to the collapse, several goals needed to be met. These were to gain an understanding of the collapse phenomenon, knowing the soil properties at the natural water content and how they change after collapse, and develop and test the new model. It was felt that laboratory testing could be of use. The types of test conducted included use of the Oedometer, Pressuremeter, and Triaxial tests. The material that was used for the testing was a "generic" soil manufactured out of diatomite. In all of the tests the soil was tested dry

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41

Kusnanik, Nining Widyah, and n/a. "A comparison of field and laboratory testing of sports specific fitness for female field hockey players." University of Canberra. Applied Science, 2001. http://erl.canberra.edu.au./public/adt-AUC20050517.142313.

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There are many methods to measure the physical fitness of athletes, including tests that can be applied in the field or in the laboratory. Much of the recent research with regard to fitness of team sport players has been undertaken using laboratory testing to measure aerobic power, anaerobic power and capacity, strength and flexibility. Field tests are an alternative method to measure the fitness of players without the expense, time and expertise required for the laboratory testing, especially in developing countries. The purpose of this study is to establish procedures for the application of

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42

Zou, Daihu. "Numerical analysis of rock failure and laboratory study of the related acoustic emission." Thesis, University of British Columbia, 1988. http://hdl.handle.net/2429/29226.

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Sudden rock failure in the form of rockbursting has long been a problem in underground mines. The basic mechanism of this phenomenon is still unresolved. This thesis describes the research work on this problem conducted by the doctoral candidate Daihua Zou in the Department of Mining and Mineral Process Engineering at The University of British Columbia, under the supervision of Professor Hamish D.S. Miller. This research project was undertaken in order to investigate the process of violent rock failure and was achieved by examining various aspects of the rock failure mechanism. The assumption

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43

Nogrady, R. J. "The Effect of Increased Quizzing on Retention of Material by Histology Laboratory Students." Wright State University / OhioLINK, 2018. http://rave.ohiolink.edu/etdc/view?acc_num=wright1544720966398878.

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44

Alba, Jorge Luis. "Laboratory determination of resilient modulus of granular materials for flexible pavement design." Diss., Georgia Institute of Technology, 1993. http://hdl.handle.net/1853/21274.

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45

Khodja, Karim. "Laboratory investigations for the assessment of the mechanical behaviour of Teesside rocksalt." Thesis, University of Newcastle Upon Tyne, 1996. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.320027.

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46

Gao, Shanshan, and 高珊珊. "Coring process monitoring for strength of grout, concrete and rock in laboratory testing." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2010. http://hub.hku.hk/bib/B45530361.

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47

Barna, Linda Kathern. "A third international survey to study clinical laboratory testing for the lupus anticoagulant." Virtual Press, 1995. http://liblink.bsu.edu/uhtbin/catkey/958796.

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Lupus anticoagulants (LA) are immunoglobulins (IgG, IgM, IgA or a mixture) that interfere with in vitro phospholipids (PL) dependent coagulation tests. Variable test results among LA positive individuals are due to the heterogeneous nature of the antibodies and differences in reagent/instrument systems. A laboratory’s ability to differentiate LA from other coagulation abnormalities and to accurately establish PL dependence is determined by the sensitivity and responsiveness of screening assays and specificity of confirmatory tests. The Third International Survey on Lupus Anticoagulants (ISL

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48

Shahan, Michael R. "Development and verification of a laboratory for the emissions testing of locomotive engines." Morgantown, W. Va. : [West Virginia University Libraries], 2008. https://eidr.wvu.edu/etd/documentdata.eTD?documentid=5975.

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Thesis (M.S.)--West Virginia University, 2008.<br>Title from document title page. Document formatted into pages; contains xi, 118 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 102-103).

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49

Eriksson, Fredrik. "Assessment of static performance of LKAB´s welded mesh : Laboratory testing and analysis." Thesis, Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-77249.

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Surface support is an areal support, which is installed on rock excavation surface to prevent bulking of rock mass and retain loose rock fragments. Welded wire mesh is one type of surface support. Literature study indicates that there is a wide range of testing methods on mesh. Different setups regarding mesh configuration, installation, and load applying system are used to evaluate its load-bearing, deformation, and energy absorption capacities. Loads are applied in different ways to simulate both static and dynamic loading conditions. However, there is not any standardized testing method.

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50

BARLA, MARCO. "Tunnels in swelling ground: simulation of 3D stress paths by triaxial laboratory testing." Doctoral thesis, Politecnico di Torino, 1999. http://hdl.handle.net/11583/2504404.

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The research is devoted to study the swelling behaviour in tunnels. A new triaxial testing procedure is developed, which is able to quantify the swelling behaviour of soft rocks and stiff soils. The Caneva Clay is tested both by conventional oedometer swelling tests and by the new triaxial test. The swelling parameters of the clay are quantified for predictive analyses of the swelling behaviour at the tunnel scale.

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