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Relevant bibliographies by topics / Direct shear testing

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Academic literature on the topic 'Direct shear testing'

Author: Grafiati

Published: 4 June 2021

Last updated: 1 February 2022

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Journal articles on the topic "Direct shear testing"

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Stasiak, M., and M. Molenda. "Direct shear testing of flowability of food powders." Research in Agricultural Engineering 50, No. 1 (2012): 6–10. http://dx.doi.org/10.17221/4919-rae.

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The flow properties were determined for two groups of food powders used in industry: cereal powders and non-starch powders. Materials were different in mean sizes of particles d* ranging from 0.033&nbsp;mm for potato flour to 4.449&nbsp;mm for oatmeal. Experiments were performed in 60&nbsp;mm in diameter direct shear tester (Jenike shear tester) for four values of consolidating stress <sub>r</sub>: 30, 60, 80 and 100 kPa. The highest values of flow function (FF) and the widest range of its variability (ranging from 0.5 kPa to 35 kPa) were found in the case of pearl barl

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Drnevich, VP, KJ Gan, and DG Fredlund. "Multistage Direct Shear Testing of Unsaturated Soils." Geotechnical Testing Journal 11, no. 2 (1988): 132. http://dx.doi.org/10.1520/gtj10959j.

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Suits, L. D., T. C. Sheahan, GA Miller, and TB Hamid. "Interface Direct Shear Testing of Unsaturated Soil." Geotechnical Testing Journal 30, no. 3 (2007): 13301. http://dx.doi.org/10.1520/gtj13301.

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Franklin, J. A. "Direct shear machine for testing rock joints." International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts 22, no. 6 (1985): 193. http://dx.doi.org/10.1016/0148-9062(85)90223-2.

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Meehan, Christopher L., Thomas L. Brandon, J. Michael Duncan, and Binod Tiwari. "Direct shear testing of polished slickensided surfaces." Landslides 7, no. 2 (2010): 157–67. http://dx.doi.org/10.1007/s10346-010-0199-7.

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Tang, Chien-Ting, Roy H. Borden, and Mohammed A. Gabr. "A Simplified Direct Shear Testing Procedure to Evaluate Unsaturated Shear Strength." Geotechnical Testing Journal 41, no. 2 (2018): 20150161. http://dx.doi.org/10.1520/gtj20150161.

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Selig, ET, and JA Franklin. "A Direct Shear Machine for Testing Rock Joints." Geotechnical Testing Journal 8, no. 1 (1985): 25. http://dx.doi.org/10.1520/gtj10853j.

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Kondo, Hiroshi, Yoshiaki Noda, and Noboru Sugiyama. "Trial production of dynamic direct shear testing apparatus." Journal of Terramechanics 24, no. 1 (1987): 120. http://dx.doi.org/10.1016/0022-4898(87)90092-9.

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Barla, G., M. Barla, and M. E. Martinotti. "Development of a New Direct Shear Testing Apparatus." Rock Mechanics and Rock Engineering 43, no. 1 (2009): 117–22. http://dx.doi.org/10.1007/s00603-009-0041-5.

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Shibuya, S., T. Mitachi, and S. Tamate. "Interpretation of direct shear box testing of sands as quasi-simple shear." Géotechnique 47, no. 4 (1997): 769–90. http://dx.doi.org/10.1680/geot.1997.47.4.769.

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Dissertations / Theses on the topic "Direct shear testing"

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Szymakowski, Jerry. "Direct shear testing of jointed soft rock masses." Monash University, Dept. of Civil Engineering, 2003. http://arrow.monash.edu.au/hdl/1959.1/9573.

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Larsson, Jörgen. "Quality aspects in direct shear testing of rock joints." Licentiate thesis, KTH, Jord- och bergmekanik, 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-294801.

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The stability of rock masses is influenced by the occurrence of rock joints. Therefore, the shear strength of rock joints must be considered in dimensioning of underground constructions. One way to predict the shear strength is through usage of failure criteria, which are validated from results of direct shear tests under controlled laboratory conditions. Consequently, the quality of the results from the tests are crucial to the accuracy with which the criteria will be able to predict the shear strength. Since rock joints are unique by nature usage of replicas (man-made copies of rock joints)

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Cheng, Pei-fen Caral, and 鄭佩芬. "Project report on direct shear tests for rock joints." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2002. http://hub.hku.hk/bib/B42576659.

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Saffari-Shooshtari, Nader. "Constant normal stiffness direct shear testing of chalk-concrete interfaces." Thesis, University of Surrey, 1989. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.328819.

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Cox, Melissa Reiko Brooke. "The Influence of Grain Shape on Dilatancy." Diss., The University of Arizona, 2008. http://hdl.handle.net/10150/195563.

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Grain shape is a key factor affecting the mechanical properties of granular materials. However, grain shape quantification techniques to distinguish one granular material from another have not reached a stage of development for inclusion in modeling the behavior of granular materials. Part of the problem is the equipment of choice for grain shape measurement is the scanning electron microscope. This is a relatively expensive and complex device. In this research, a practical approach using light microscopy to quantify grain shape and to identify the key shape parameters that can distinguish

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Toufigh, Vahid. "Testing and Evaluation of Confined Polymer Concrete Pile with Carbon Fiber Sleeve." Diss., The University of Arizona, 2013. http://hdl.handle.net/10150/293492.

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The goal of this research is to investigate the behavior of polymer concrete confined with a carbon fiber sleeve used as a pile foundation. To evaluate the behavior of a confined polymer concrete pile in this research, four steps was considered. The first step of this investigation considered the mix design of polymer concrete, polymer concrete is a new material which is a combination of epoxy resin and aggregate. Instead of using a traditional mix of cement and water to make concrete, epoxy resin is used. Three dissimilar varieties of aggregate are mixed with different ratios in order to rea

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Abreu, Ana Elisa Silva de. "Investigação geofísica e resistência ao cisalhamento de resíduos sólidos urbanos de diferentes idades." Universidade de São Paulo, 2015. http://www.teses.usp.br/teses/disponiveis/18/18132/tde-03082015-115017/.

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Este trabalho apresenta a caracterização in situ de propriedades de interesse geotécnico de maciços de resíduos sólidos urbanos (RSU) e o estudo das propriedades de resistência ao cisalhamento de RSU com diferentes idades. Foram realizadas investigações por sondagens e com métodos geofísicos sísmicos no Aterro Sanitário de São Carlos (ASSC) e ensaios de cisalhamento direto de grandes dimensões (50x50 cm2) com amostras de diferentes idades de aterramento coletadas no ASSC, no Lixão Desativado de São Carlos e em Aterro Experimental construído nas proximidades do Lixão. As investigações realizada

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"Direct shear strength testing of unsaturated soils." Thesis, 1986. http://hdl.handle.net/10388/etd-02292012-125227.

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The more rigorous approach on the behavior of unsaturated soils using two independent stress state variables is increas_ingly gaining acceptance. The proposed shear strength equation based on this approach (i.e., Ï„ = c' + (ua - u w tan Ï† b + (Ïƒ - ua) tan Ï†' ), requires that the stress circle corresponding to the failure conditions be plotted on a three dimensional diagram. In this diagram, the axes in the horizontal plane are the stress state variables,(Ïƒ - ua) and (ua - uw), and the ordinate axis is the shear strength, Ï„. The failure conditions define a surface. If one stress variable i

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Hao-YiHsu and 徐浩怡. "Direct Shear Testing and Modeling on The Behavior of Sand under Cyclic Loading." Thesis, 2017. http://ndltd.ncl.edu.tw/handle/81472150970487334386.

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碩士<br>國立成功大學<br>土木工程學系<br>105<br>Cyclic direct shear tests on a river sand were carried out to study the relationship between shear stress and the shear displacement by using a medium-scale direct shear test apparatus. Two models, namely, the modified Ramberg-Osgood (R-O) model and the modified Hardin-Drnevich (H-D) model, were used to simulate the behavior of sands subject to direct shear. Model parameters were derived based on curve fitting techniques, and the model-generated stress-displacement relationships were compared with the experiment ones. Results of cyclic direct shear test showed

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Rutherford, Cassandra Jane. "Development of a Multi-directional Direct Simple Shear Testing Device for Characterization of the Cyclic Shear Response of Marine Clays." Thesis, 2012. http://hdl.handle.net/1969.1/ETD-TAMU-2012-05-10743.

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This dissertation describes the development of a new multi-directional direct simple shear testing device, the Texas A&M Multi-directional Direct Simple Shear (TAMU-MDSS), for testing marine soil samples under conditions, which simulate, at the element level, the state of stress acting within a submarine slope under dynamic loading. Prototype testing and an experimental program to characterize the response of marine clays to complex loading conditions are presented. The work is divided into four major components: 1) Equipment Development: Design and construction of a prototype multi-directiona

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Books on the topic "Direct shear testing"

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United States. Bureau of Reclamation. Denver Office. Materials Engineering Branch., ed. Direct shear tests used in soil-geomembrane interface friction studies. Materials Engineering Branch, Research and Laboratory Services Division, Denver Office, U.S. Bureau of Reclamation, 1994.

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Book chapters on the topic "Direct shear testing"

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Mir, Bashir Ahmed. "Direct Shear Test (DST) for Soils." In Manual of Geotechnical Laboratory Soil Testing. CRC Press, 2021. http://dx.doi.org/10.1201/9781003200260-14.

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Markou, Ioannis N. "Direct Shear Testing of Sand – Geotextile Interfaces." In Sustainable Civil Infrastructures. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-63570-5_1.

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Estaire, Jose, and María Santana. "Large Direct Shear Tests Performed with Fresh Ballast." In Railroad Ballast Testing and Properties. ASTM International, 2018. http://dx.doi.org/10.1520/stp160520170137.

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Youngblood, Jimmy, and J. P. Kline. "Direct Shear Testing Performed on Multi-Component GCLs With Laminated/Coated Side." In Current and Future Practices for the Testing of Multi-Component Geosynthetic Clay Liners. ASTM International, 2013. http://dx.doi.org/10.1520/stp156220120096.

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Ahmadi, M., M. Moosavi, and M. K. Jafari. "Water Content Effect on the Fault Rupture Propagation Through Wet Soil-Using Direct Shear Tests." In Advances in Laboratory Testing and Modelling of Soils and Shales (ATMSS). Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-52773-4_14.

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Monnet, Jacques. "Direct Shear TestsIn Situ." In In Situ Tests in Geotechnical Engineering. John Wiley & Sons, Inc., 2015. http://dx.doi.org/10.1002/9781119145592.ch8.

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Petley, D. N., and A. L. Clark. "14.28 Direct Shear Testing in Geomorphology." In Treatise on Geomorphology. Elsevier, 2013. http://dx.doi.org/10.1016/b978-0-12-374739-6.00397-3.

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"Large-scale direct shear testing of geocell reinforced soil." In Advances in Transportation Geotechnics. CRC Press, 2008. http://dx.doi.org/10.1201/9780203885949-118.

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Chen, Y., Y. Wang, Z. Hou, and C. Wang. "Large-scale direct shear testing of geocell reinforced soil." In Advances in Transportation Geotechnics. CRC Press, 2008. http://dx.doi.org/10.1201/9780203885949.ch105.

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Matasović, Neven, Thomas A. Williamson, and Robert C. Bachus. "Cyclic direct simple shear testing of OII landfill solid waste." In Geotechnical Hazards. CRC Press, 2020. http://dx.doi.org/10.1201/9781003078173-53.

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Conference papers on the topic "Direct shear testing"

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Stark, Timothy D., Robert H. Swan, and Zehong Yuan. "Ballast Direct Shear Testing." In 2014 Joint Rail Conference. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/jrc2014-3714.

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This paper summarizes the appropriate equipment and test procedure for ballast shear strength testing using the direct shear method (ASTM D3080 and D5321) and presents some typical results. To accomplish this ballast testing, a full-scale direct shear box was developed that can accommodate an approximately 1 m (3 feet) wide and 0.6 m (2 feet) deep specimen, which is much larger than current shear boxes used for ballast testing. This larger specimen size resulted in significant differences in measured shear behavior and shear strength parameters. The shear strength properties of the ballast und

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Yu, Xinbao, Shunying Ji, and Kerop D. Janoyan. "Direct Shear Testing of Rockfill Material." In GeoShanghai International Conference 2006. American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40862(194)19.

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Nicks, Jennifer, and Michael Adams. "Large-Scale Direct Shear Testing of Common Open-Graded Aggregates." In Geo-Congress 2014. American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784413272.005.

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LaRocque, Christopher J., Jorge G. Zornberg, and Richard Williammee. "Direct Shear Testing of Tire Bales for Soil Reinforcement Applications." In Geo-Frontiers Congress 2005. American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/40782(161)17.

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Fonov, Sergey, Jimmy Crafton, G. Jones, and Vladimir Fonov. "Direct Measurements of the Shear Force Fields Using Elastic Polymer Films." In 24th AIAA Aerodynamic Measurement Technology and Ground Testing Conference. American Institute of Aeronautics and Astronautics, 2004. http://dx.doi.org/10.2514/6.2004-2305.

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Kwon, Soonwook, Yuri Lee, and Bongtae Han. "Advanced Micro Shear Testing for Solder Alloy Using Direct Local Measurement." In ASME 2003 International Electronic Packaging Technical Conference and Exhibition. ASMEDC, 2003. http://dx.doi.org/10.1115/ipack2003-35325.

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A modified single lap shear test configuration, based on the Iosipescu geometry, is proposed for determination of the constitutive properties of solder alloys. An auxiliary device (extension unit) is introduced to improve the accuracy of measurement. The extension unit is attached directly to the specimen and it converts shear displacements to axial displacements, which are subsequently captured by a high-resolution extensometer. With aid of the extension unit, shear deformations are measured without compensating machine and grip compliance. The specimen configuration includes geometrical cons

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Gu, Xue F., Julian P. Seidel, Chris M. Haberfield, and Abdelmalek Bouazza. "Wear of Sandstone Surfaces During Direct Shear Testing of Sandstone/Concrete Joints." In Geo-Frontiers Congress 2005. American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40778(157)9.

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Nicks, Jennifer E., Thomas Gebrenegus, and Michael T. Adams. "Interlaboratory Large-Scale Direct Shear Testing of Open-Graded Aggregates: Round One." In International Foundations Congress and Equipment Expo 2021. American Society of Civil Engineers, 2021. http://dx.doi.org/10.1061/9780784483435.035.

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Khan, M. A., M. S. Hossain, M. S. Khan, S. Samir, and Al Aramoon. "Impact of Wet-Dry Cycles on the Shear Strength of High Plastic Clay Based on Direct Shear Testing." In Geotechnical Frontiers 2017. American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480472.065.

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Sadeghi, Hamed, Fardin Jafarzadeh, and Charles W. W. Ng. "A VET-Based Direct Shear Box for Testing Unsaturated Soils at High Suctions." In Second Pan-American Conference on Unsaturated Soils. American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481684.027.

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Reports on the topic "Direct shear testing"

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Lovell, Alexis, Garrett Hoch, Christopher Donnelly, Jordan Hodge, Robert Haehnel, and Emily Asenath-Smith. Shear and tensile delamination of ice from surfaces : The Ice Adhesion Peel Test (IAPT). Engineer Research and Development Center (U.S.), 2021. http://dx.doi.org/10.21079/11681/41781.

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For decades, researchers have sought to understand the adhesion of ice to surfaces so that low-cost ice mitigation strategies can be developed. Presently, the field of ice adhesion is still without formal standards for performing ice adhesion tests. The U.S. Army Corps Engineers’ Research and Development Center’s Cold Regions Research and Engineering Laboratory (ERDC-CRREL) has a longstanding history as an independent third party for ice adhesion testing services. Most notably, CRREL’s Zero-Degree Cone Test (ZDCT) has been an industry favorite for more than 30 years. Despite its wide acceptanc

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