Relevant bibliographies by topics / Shear strength

Contents

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

Academic literature on the topic 'Shear strength'

Author: Grafiati
Published: 4 June 2021
Last updated: 25 July 2025

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Journal articles on the topic "Shear strength"

1

Du, Jun, Dong Li, Zhiming Xiong, Xinggang Shen, Chenchen Li, and Weiwei Zhu. "Experimental Study on the Reciprocating Shear Characteristics and Strength Deterioration of Argillaceous Siltstone Rockfill Materials." Applied Sciences 13, no. 15 (2023): 8888. http://dx.doi.org/10.3390/app13158888.

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The reciprocating shear mechanical properties and strength deterioration mechanisms of rockfill materials are of great research significance for high-fill slope stability analysis. To study the shear strength characteristics of argillaceous siltstone rockfill materials with different fabric characteristics under reciprocating shear loading, we analyzed the shear strength, hysteresis loop area, damping ratio, shear strength parameter, and shear stiffness of coarse-grained soils with different coarse grain contents using a coarse-grained soil direct shear testing machine capable of reciprocating
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Davachi, M. M., B. J. Sinclair, H. H. Hartmaier, B. L. Baggott, and J. E. Peters. "Determination of the Oldman River Dam foundation shear strength." Canadian Geotechnical Journal 28, no. 5 (1991): 698–707. http://dx.doi.org/10.1139/t91-084.

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The paper describes the results of site investigation and laboratory testing and the analysis performed for the determination of foundation shear strength at the Oldman River Dam site in southwestern Alberta, Canada. Horizontally bedded claystones, siltstones, and sandstones at the site contain relatively weak bedding-plane shears that adversely affect foundation stability. Data on the bedding-plane shear characteristics were collected by mapping, borehole coring, shaft exploration, and large-diameter sampling. Shear planes of structure-wide continuity were identified. Numerous laboratory dire
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Zhou, Zhi, Jiang Qian, and Wei Huang. "Shear strength of steel plate reinforced concrete shear wall." Advances in Structural Engineering 23, no. 8 (2020): 1629–43. http://dx.doi.org/10.1177/1369433219898100.

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This article investigates the shear strength of steel plate reinforced concrete shear wall under cyclic loads. A nonlinear three-dimensional finite element model in ABAQUS was developed and validated against published experimental results. Then, a parametric study was conducted to evaluate the effects of the parameters on the lateral capacity of composite shear wall, including shear span ratio, concrete strength, axial load ratio, steel plate ratio and transverse reinforcement ratio of the web. Furthermore, a modified formula of shear strength of composite shear wall was proposed. Regression a
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Sivaganesh Raja, Budda, Velagala L D Prasad, and Gopu Ganesh Naidu. "Estimation of Shear Strength of High Strength Hybrid Fiber Reinforced Concrete." International Journal of Scientific Engineering and Research 4, no. 2 (2016): 25–31. https://doi.org/10.70729/ijser15676.

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Li, Qiaoyi, Guangqing Yang, He Wang, and Zhijie Yue. "The Direct and Oblique Shear Bond Strength of Geogrid-Reinforced Asphalt." Coatings 12, no. 4 (2022): 514. http://dx.doi.org/10.3390/coatings12040514.

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The interlayer bonding strength is an essential property of geogrid-reinforced asphalt. To study the interlayer bonding characteristics of geogrid-reinforced asphalt, direct shear and oblique shear tests were carried out in the laboratory. The direct interlaminar shear strength of geogrid-reinforced asphalt was lower than that of unreinforced asphalt. The oblique shear strength of the carbon–carbon geogrid-reinforced sample was the highest, the unreinforced sample was second, and the carbon–glass geogrid-reinforced sample was the lowest. The stiffness of the geogrid affects the oblique shear s
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Hermawan, M. Iqbal, Lusmeilia Afriani, and Iswan Iswan. "Korelasi Kuat Tekan Bebas dengan Kuat Geser Langsung pada Tanah Lempung yang dicampur dengan Zeolit." Jurnal Rekayasa Sipil dan Desain 3, no. 1 (2015): 103–16. https://doi.org/10.23960/jrsdd.v3i1.430.

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This research was conducted to determine the effect between zeolite and clay of compressivestrength and shear strength. Construction founded on clay will cause some impact, such as lack ofcompressive strength and shear strength. Therefore, before the construction of structures on theclay, the clay must be stabilized first. In this research, soil stabilization using zeolite.Based on the results of this research there was an increase in the compressive strength of clay by94,5 % from 0,2975 kg/cm 2 be 0,5787 kg/cm 2 , and improving the clay cohesion of 54,17 % from0.24 kg/cm 2 be 0,36 kg/cm 2 , a
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Yamaguchi, Nobuyoshi. "In Situ Assessment Method of Wood Using Normalized Withdrawal Resistances of Metric-Screw Type Probes." Advanced Materials Research 778 (September 2013): 217–24. http://dx.doi.org/10.4028/www.scientific.net/amr.778.217.

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Withdrawal resistances of wood have been applied for in situ assessment of wood in existing timber structures. The author had proposed method to estimate shear strengths of wood from measured withdrawal resistances of probes which are screwed into wood. In order to verify the accuracy of these estimated shear strengths by proposed methods, withdrawal resistance measurements and shear loading tests were conducted for wood. Single withdrawal resistance measurement was applied for wood specimens, and estimated shear strengths from withdrawal measurements were compared to the measured shear streng
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Morris, Peter Henri, and David John Williams. "A revision of Blight's model of field vane testing." Canadian Geotechnical Journal 37, no. 5 (2000): 1089–98. http://dx.doi.org/10.1139/t00-035.

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Vane shear test data obtained by a number of researchers show that the excess pore pressures generated within the soil surrounding the vane by vane insertion and rotation and their effects on the measured vane shear strength have been misinterpreted for many years. The accepted model developed by Blight of field vane testing and the accepted criteria for determining undrained and fully drained vane shear strengths are based on this misinterpretation. Consequently, estimates that are based on this model of the degree of drainage that has been attained at the time the vane shear strength is meas
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Saeed, Jalal Ahmad, and Abbas Mohammed Abubaker. "Shear Strength and Behavior of High Strength Reinforced Concrete Beams without Stirrups." Sulaimani Journal for Engineering Sciences 3, no. 3 (2016): 64–75. http://dx.doi.org/10.17656/sjes.10037.

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Saeed, S. A., and S. R. Sarhat. "Strength of fiber reinforced high-strength concrete with stirrups under direct shear." Journal of Zankoy Sulaimani - Part A 2, no. 2 (1999): 64–73. http://dx.doi.org/10.17656/jzs.10040.

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Dissertations / Theses on the topic "Shear strength"

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Peng, Liying. "Shear strength of beams by shear-friction." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1999. http://www.collectionscanada.ca/obj/s4/f2/dsk2/ftp01/MQ38638.pdf.

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Lease, Adam R. "Insulation Impact on Shear Strength of Screw Connections and Shear Strength of Diaphragms." Thesis, Virginia Tech, 2005. http://hdl.handle.net/10919/44783.

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Several thousand tests throughout the world have been conducted on the shear strength of screw connections in cold-formed steel, however, little to no research has been conducted on how various thicknesses of insulation placed between two sheets of steel, such as a steel panel and structural supporting member, affects a screw's shear strength. Elemental tests were conducted as part of this study at Virginia Tech where rolled fiberglass insulation was placed between two pieces of steel connected by self-drilling screws and tested to failure. The results were compared to the North American Spe
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Lyons, John C. "Strength of welded shear studs." Thesis, This resource online, 1994. http://scholar.lib.vt.edu/theses/available/etd-06102009-063157/.

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Dillon, Patrick. "Shear Strength Prediction Methods for Grouted Masonry Shear Walls." BYU ScholarsArchive, 2015. https://scholarsarchive.byu.edu/etd/4395.

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The research in this dissertation is divided between three different approaches for predicting the shear strength of reinforcement masonry shear walls. Each approach provides increasing accuracy and precision in predicting the shear strength of masonry walls. The three approaches were developed or validated using data from 353 wall tests that have been conducted over the past half century. The data were collected, scrutinized, and synthesized using principles of meta-analysis. Predictions made with current Masonry Standards Joint Committee (MSJC) shear strength equation are unconservative and
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Douglas, Kurt John Civil &amp Environmental Engineering Faculty of Engineering UNSW. "The shear strength of rock masses." Awarded by:University of New South Wales. School of Civil and Environmental Engineering, 2002. http://handle.unsw.edu.au/1959.4/19138.

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The first section of this thesis (Chapter 2) describes the creation and analysis of a database on concrete and masonry dam incidents known as CONGDATA. The aim was to carry out as complete a study of concrete and masonry dam incidents as was practicable, with a greater emphasis than in other studies on the geology, mode of failure, and the warning signs that were observed. This analysis was used to develop a method of very approximately assessing probabilities of failure. This can be used in initial risk assessments of large concrete and masonry dams along with analysis of stability for variou
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Ghazali, M. Z. B. M. "Shear strength of brick masonry joints." Thesis, University of Sussex, 1986. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.377057.

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Haghi, Arsalan Khodaparast. "Shear strength characteristics of bog peat." Thesis, University of Salford, 1991. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.305924.

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Stonebraker, Derek. "Iosipescu shear strength of reinforced concrete." Laramie, Wyo. : University of Wyoming, 2008. http://proquest.umi.com/pqdweb?did=1654493741&sid=3&Fmt=2&clientId=18949&RQT=309&VName=PQD.

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Baltodano-Goulding, Rafael. "Tensile strength, shear strength, and effective stress for unsaturated sand." Diss., Columbia, Mo. : University of Missouri-Columbia, 2006. http://hdl.handle.net/10355/4364.

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Thesis (Ph.D.)--University of Missouri-Columbia, 2006.<br>The entire dissertation/thesis text is included in the research.pdf file; the official abstract appears in the short.pdf file (which also appears in the research.pdf); a non-technical general description, or public abstract, appears in the public.pdf file. Title from title screen of research.pdf file viewed on (February) Vita. Includes bibliographical references.
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Erzin, Yusuf. "Strength Of Different Anatolian Sands In Wedge Shear, Triaxial Shear, And Shear Box Tests." Phd thesis, METU, 2004. http://etd.lib.metu.edu.tr/upload/12604689/index.pdf.

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Past studies on sands have shown that the shear strength measured in plane strain tests was higher than that measured in triaxial tests. It was observed that this difference changed with the friction angle &amp<br>#966<br>cv at constant volume related to the mineralogical composition. In order to investigate the difference in strength measured in the wedge shear test, which approaches the plane strain condition, in the triaxial test, and in the shear box test, Anatolian sands were obtained from different locations in Turkey. Mineralogical analyses, identification tests, wedge shear tests (cyli
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Books on the topic "Shear strength"

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Wang, Zhen Nan. Interphasial shear strength and matrix shear strength in carbon epoxies. National Library of Canada, 1992.

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Liu, Ka Yan. The shear strength of polymers. National Library of Canada = Bibliothèque nationale du Canada, 1993.

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Ganwei, Chen. Shear strength of beams of high strength concrete. Afdelingen for bærende konstruktioner, Danmarks tekniske højskole, 1990.

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Haghi, Arsalan Khodaparast. Shear strength characteristics of bog peat. University of Salford, 1991.

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5

National Institute of Standards and Technology (U.S.), ed. Shear strength of high-strength concrete walls and deep beams. U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, 2000.

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National Institute of Standards and Technology (U.S.), ed. Shear strength of high-strength concrete walls and deep beams. U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, 2000.

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National Institute of Standards and Technology (U.S.), ed. Shear strength of high-strength concrete walls and deep beams. U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, 2000.

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National Institute of Standards and Technology (U.S.), ed. Shear strength of high-strength concrete walls and deep beams. U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, 2000.

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National Institute of Standards and Technology (U.S.), ed. Shear strength of high-strength concrete walls and deep beams. U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, 2000.

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A, Soltis Lawrence, and Forest Products Laboratory (U.S.), eds. Experimental shear strength of glued-laminated beams. U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1994.

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Book chapters on the topic "Shear strength"

1

Verruijt, Arnold. "Shear Strength." In An Introduction to Soil Mechanics. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-61185-3_20.

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Hendry, Michael T. "Shear Strength." In Selective Neck Dissection for Oral Cancer. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-12127-7_257-1.

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Craig, R. F. "Shear strength." In Soil Mechanics. Springer US, 1992. http://dx.doi.org/10.1007/978-1-4899-3772-8_4.

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Gooch, Jan W. "Shear Strength." In Encyclopedic Dictionary of Polymers. Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4419-6247-8_10532.

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Chen, Xiaodong, and Kai Sun. "Shear Strength." In Encyclopedia of Ocean Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-10-6963-5_302-1.

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Barnes, G. E. "Shear Strength." In Soil Mechanics. Macmillan Education UK, 1995. http://dx.doi.org/10.1007/978-1-349-13258-4_7.

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Hendry, Michael T. "Shear Strength." In Encyclopedia of Earth Sciences Series. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-73568-9_257.

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Li, Yanrong, Jingui Zhao, and Bin Li. "Shear strength." In Loess and Loess Geohazards in China. CRC Press, 2017. http://dx.doi.org/10.1201/9781315177281-6.

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Barnes, Graham. "Shear strength." In Soil Mechanics. Macmillan Education UK, 2017. http://dx.doi.org/10.1057/978-1-137-51221-5_7.

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Chen, Xiaodong, and Kai Sun. "Shear Strength." In Encyclopedia of Ocean Engineering. Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-10-6946-8_302.

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Conference papers on the topic "Shear strength"

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"Shear Strength of High-Strength Concrete Members." In SP-121: High-Strength Concrete: Second International Symposium. American Concrete Institute, 1990. http://dx.doi.org/10.14359/2825.

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Eddy, Morgan A., Marte S. Gutierrez, and Mora Lumbantoruan. "Probabilistic Liquefied Shear Strength." In GeoCongress 2006. American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40803(187)192.

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Zeng, L., and L. Haylock. "Effects of Fastener Coating and Shear Strength on Joint Lap Shear Strength." In Aerospace Manufacturing and Automated Fastening Conference & Exhibition. SAE International, 2008. http://dx.doi.org/10.4271/2008-01-2311.

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"Shear Strength of High-Strength Concrete—ACI 318-95 versus Shear Friction." In SP-189: High-Performance Concrete Research to Practice. American Concrete Institute, 2000. http://dx.doi.org/10.14359/5864.

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Kono, Susumu, Hitoshi Tanaka, and Fumio Watanabe. "Interface Shear Transfer for High Strength Concrete and High Strength Shear Friction Reinforcement." In International Conference on High Performance Materials in Bridges. American Society of Civil Engineers, 2003. http://dx.doi.org/10.1061/40691(2003)28.

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"Shear Strength of RC Members with High-Strength Concrete." In SP-176: High-Strength Concrete in Seismic Regions. American Concrete Institute, 1998. http://dx.doi.org/10.14359/5908.

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MALAZNIK, SCOTT, and MICHELE ARMET. "Shear strength of structural adhesives." In 28th Structures, Structural Dynamics and Materials Conference. American Institute of Aeronautics and Astronautics, 1987. http://dx.doi.org/10.2514/6.1987-896.

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Dandekar, D. P., B. A. M. Vaughan, W. G. Proud, et al. "SHEAR STRENGTH OF ALUMINUM OXYNITRIDE." In SHOCK COMPRESSION OF CONDENSED MATTER - 2007: Proceedings of the Conference of the American Physical Society Topical Group on Shock Compression of Condensed Matter. AIP, 2008. http://dx.doi.org/10.1063/1.2833120.

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Summers, James, Fredrick R. Rutz, and Carnot Nogueira. "Shear Strength of Bonded Concrete." In Structures Congress 2020. American Society of Civil Engineers, 2020. http://dx.doi.org/10.1061/9780784482896.038.

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Kodaka, Takeshi, Kazuo Itabashi, Hiroki Fukuzawa, and Shinjoro Kato. "Cyclic Shear Strength of Clay under Simple Shear Condition." In GeoShanghai International Conference 2010. American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41102(375)28.

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Reports on the topic "Shear strength"

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Fattal, S. G., and D. R. Todd. Ultimate strength of masonry shear walls:. National Institute of Standards and Technology, 1991. http://dx.doi.org/10.6028/nist.ir.4633.

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Duthinh, Dat. Shear strength of high-strength concrete walls and deep beams. National Institute of Standards and Technology, 2000. http://dx.doi.org/10.6028/nist.ir.6495.

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Dillon, J., J. E. Jr Moore, M. A. Ebadian, and W. K. Jones. Sensor for Viscosity and Shear Strength Measurement. Office of Scientific and Technical Information (OSTI), 1998. http://dx.doi.org/10.2172/966.

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Ebadian, M. A., J. Dillion, J. Moore, and K. Jones. Sensor for viscosity and shear strength measurement. Office of Scientific and Technical Information (OSTI), 1998. http://dx.doi.org/10.2172/666055.

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Duthinh, Dat, and Nicholas J. Carino. Shear design of high-strength concrete beams:. National Institute of Standards and Technology, 1996. http://dx.doi.org/10.6028/nist.ir.5870.

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Busby, Ryan, Wade Wall, and Lauren Bosche. Remote detection of soil shear strength in Arctic and subarctic environments. Engineer Research and Development Center (U.S.), 2025. https://doi.org/10.21079/11681/49815.

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Soil shear strength affects many military activities and is affected significantly by plant roots. Unfortunately, root contribution to soil shear strength is difficult to measure and predict. In the boreal forest ecosystem, soil and hydrologic dynamics make soil shear strength less predictable, while the need for prediction grows due to the rapid changes occurring in this environment. Our current study objectives are to (1) observe possible aboveground vegetation indicators of soil shear strength variation across soils and other environmental heterogeneity, (2) observe possible image-based ind
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Doi, Shigeru, and Takao Mori. Tensile Shear Strength of Aluminum-Steel Rivet Joint. SAE International, 2005. http://dx.doi.org/10.4271/2005-08-0540.

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Moran, K., and H. Christian. Triaxial shear strength testing facility for the western Atlantic. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 1985. http://dx.doi.org/10.4095/120135.

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Poloski, Adam P., Paul R. Bredt, Andrew J. Schmidt, Robert G. Swoboda, Jeffrey W. Chenault, and Sue Gano. Thermal Conductivity and Shear Strength of K Basin Sludge. Office of Scientific and Technical Information (OSTI), 2002. http://dx.doi.org/10.2172/15003681.

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Aubeny, Charles. Mine Burial in Cohesive Sediments: Undrained Shear Strength Characterization. Defense Technical Information Center, 2004. http://dx.doi.org/10.21236/ada613044.

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