Relevant bibliographies by topics / Bearing capacity

Academic literature on the topic 'Bearing capacity'

Author: Grafiati
Published: 4 June 2021
Last updated: 11 September 2023

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Journal articles on the topic "Bearing capacity"

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Yang, Jian Xi, Fa Yu Zhang, Jian Ting Liu, and Jian Fang Zhou. "Load-Carrying Capacity Analysis for Sinusoidal Surfaces Hydrodynamic Bearing." Advanced Materials Research 295-297 (July 2011): 1244–50. http://dx.doi.org/10.4028/www.scientific.net/amr.295-297.1244.

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To obtain a new method to improve hydrodynamic bearing carrying capacity, hydrodynamic journal bearing’s characteristics as well as the current study direction are analyzed. According to the calculation of general cylindrical hydrodynamic journal bearing, the mathematic model for sinusoidal surface hydrodynamic bearing’s carrying capacity is established. It is used to calculate, analyze and compare these two bearings’ carrying capacity with example. The bearing, which has the characteristic of sinusoidal surface, has stronger carrying capacity than general cylindrical hydrodynamic bearing. What’s more, the improvement is more obvious when the number of waves is 3, also it has wider carrying area. Compared with other journal bearings, the journal bearing with sinusoidal surfaces has stronger carrying capacity, smaller friction moment and longer life-span. Therefore, it has extensive prospect.
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Goodwin, M. J., P. J. Ogrodnik, M. P. Roach, L. K. Lim, and Y. Fang. "Steady Load-Carrying Capacity of Recessed Hydrodynamic Bearings." Proceedings of the Institution of Mechanical Engineers, Part J: Journal of Engineering Tribology 209, no. 4 (December 1995): 255–62. http://dx.doi.org/10.1243/pime_proc_1995_209_436_02.

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Oil-film hydrodynamic bearings are one of the most common forms of bearing used in rotating machinery. Because of their effect on system unbalance response and stability, care has to be exercised in the design of machines running in hydrodynamic bearings—for example they cannot usually be used in machines operating at high rotational speeds when the steady load on the bearing is low. A novel form of hydrodynamic bearing which incorporates recesses in the bearing surface has been proposed by the authors which improves the dynamic characteristics; however, earlier work has not fully assessed the steady load characteristics of such bearings vis-à-vis conventional bearings for example. The aim of this paper is to present the results of experimental work on several designs of the proposed novel bearings, to assess the bearing's performance and to compare it with that of conventional bearings. The results of the work show that the steady load-carrying capacity is adversely affected by the inclusion of recesses in the bearing surface, but that this is only a marginal effect provided that the number of recesses and their geometry are selected with care.
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Silchenko, P. N., G. A. Timofeev, M. V. Mesnyankin, and E. S. Novikov. "Load Capacity of Eccentric Roller Bearings." Proceedings of Higher Educational Institutions. Маchine Building, no. 07 (724) (July 2020): 13–21. http://dx.doi.org/10.18698/0536-1044-2020-7-13-21.

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Eccentric roller bearings are commonly used in engineering and serve as actuating links in mechanical drives of various machines. Load capacity is one of the main parameters of such bearings. This paper presents possible kinematic schemes of an eccentric roller bearing and the specifics of the actual radial load distribution when it is applied to the driving ring between the rolling bodies. It is established that the load capacity of the eccentric roller bearing depends on the actual stress occurring when the rolling body of the minimal radius and the inner ring raceway are in contact. Equations are obtained for calculating the permissible radial load that the rolling body of the minimal radius with a raceway can bear. The limiting load is determined that satisfies the conditions of contact strength of the bearing’s assembly units and ensures performance of the bearing in a mechanical drive of a machine. The results of determining the limiting load of the eccentric roller bearing and the results’ analysis are presented using a specific example. To ensure the performance of the bearing, the optimal ratio of the inner ring radius to the minimum rolling body radius is determined.
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Zhang, Xia, Xin Rong Wang, Xiao Hai Li, and Xuhong Chu. "Study on Influence Factors of Bearing Capacity of Water-Lubricated Thrust Bearing and its Improving Methods." Advanced Materials Research 479-481 (February 2012): 949–52. http://dx.doi.org/10.4028/www.scientific.net/amr.479-481.949.

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Water is a kind of low viscosity liquid and the bearing capacity of water lubrication bearings is very low. The influence factors of bearing capacity of water-lubricated thrust bearing and its improving methods are studied. First, bearing capacity characteristic of water-lubricated bearings is expounded. Secondly, the main factors of affecting bearing capacity are analyzed. At last, by combining the master pump motor running condition, the bearing capacity is improved by changing many factors including the material and hardness matching of friction pair, the roughness of grinding area, bearing structure, fan-shaped bushes number, pivot location, confined area of bearing, speed and the medium temperature, etc. The study provides a theory basis for improving bearing capacity of water-lubricated bearings.
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Kodnyanko, Vladimir, Stanislav Shatokhin, Andrey Kurzakov, Yuri Pikalov, Iakov Pikalov, Olga Grigorieva, Lilia Strok, and Maxim Brungardt. "Numerical Modeling on the Compliance and Load Capacity of a Two-Row Aerostatic Journal Bearing with Longitudinal Microgrooves in the Inter-Row Zone." Applied Sciences 11, no. 12 (June 20, 2021): 5714. http://dx.doi.org/10.3390/app11125714.

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Aerostatic bearings are attractive, with minimal friction losses, high durability, and environmental friendliness. However, such designs have a number of disadvantages, including low load-bearing capacity and high compliance due to high air compressibility and limited injection pressure. The article proposes a double-row aerostatic journal bearing with an external combined throttling system and longitudinal microgrooves in the inter-row zone. It is hypothesized that the use of microgrooves will reduce the circumferential flows of compressed air, as a result of which the compliance should decrease and the bearing capacity should increase. To test the hypothesis, we carried out the mathematical modeling, calculations, and theoretical study of stationary operation modes of the bearing for small shaft eccentricities in the vicinity of the central equilibrium position of the shaft and bearing capacity for arbitrary eccentricities. Formulas were obtained for the numerical evaluation of compliance for bearings with a smooth bushing surface and with longitudinal microgrooves. Iterative finite-difference methods for evaluating the fields of the squared pressure are proposed, on the basis of which the load capacity of the bearings is calculated. Experimental verification of the bearing’s theoretical characteristics was carried out, which showed satisfactory agreement between the compared data. The study of the compliance and load capacity of a microgroove bearing yielded impressive results. We show that the positive effect from the application of the improvement begins to manifest itself already at four microgrooves; the effect becomes significant at six microgrooves, and at twelve or more microgrooves, the circumferential flows in the bearing gap practically disappear; therefore, the bearing characteristics can be calculated on the basis of one-dimensional models of air lubrication longitudinal flow. Calculations have shown that for a length of L = 1, the maximum load capacity of a bearing with microgrooves is 1.5 times higher than that of a conventional bearing; for L ≥ 1.5, the bearing capacity increases twice or more. The result obtained allows us to recommend the proposed improvement for practical use in order to increase the load capacity of aerostatic journal bearings significantly.
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Martsinkovsky, V., V. Yurko, V. Tarelnik, and Yu Filonenko. "Designing Thrust Sliding Bearings of High Bearing Capacity." Procedia Engineering 39 (2012): 148–56. http://dx.doi.org/10.1016/j.proeng.2012.07.019.

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Maiti, Bikas. "Seismic Pressure and Seismic Bearing Capacity of Foundations." International Journal of Psychosocial Rehabilitation 24, no. 5 (May 30, 2020): 7297–303. http://dx.doi.org/10.37200/ijpr/v24i5/pr2020762.

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Li, Yunfeng, and Di Jiang. "Dynamic Carrying Capacity Analysis of Double-Row Four-Point Contact Ball Slewing Bearing." Mathematical Problems in Engineering 2015 (2015): 1–7. http://dx.doi.org/10.1155/2015/850908.

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Carrying capacity is the most important performance index for slewing bearings. Maximizing the carrying capacity of slewing bearing is one pursuing goal for the bearing designer; this is usually realized by optimizing the design parameters. A method of analyzing the carrying capacity of double-row four-point contact ball slewing bearing by using dynamic carrying capacity surfaces was proposed in this paper. Based on the dynamic load carrying capacity surface of the slewing bearing, the effect of changes of the bearing design parameters, such as axial clearance, raceway groove radius coefficient, and contact angle, on the dynamic carrying capacity of the slewing bearing was researched; the trend and the degree of the effect of the micro changes of the bearing design parameters on the dynamic load carrying capacity of the bearing were discussed, and the results provide the basis for optimizing the design parameter of this type of slewing bearing.
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Whyte, I. L. "Bearing capacity of soils." Construction and Building Materials 9, no. 1 (February 1995): 62. http://dx.doi.org/10.1016/0950-0618(95)90007-1.

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Zhou, Quan, Yu Hou, and Ru Gang Chen. "Application of Materials on Foil Thrust Bearings for Micro Turbines." Advanced Materials Research 201-203 (February 2011): 2759–62. http://dx.doi.org/10.4028/www.scientific.net/amr.201-203.2759.

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Foil bearing that has a soft surface is a kind of air bearing. The performances of foil bearings are greatly affected by the materials of bearing surface, which is called foil element. In order to estimate the performance of foil bearings, two kinds of foil thrust bearings that are made of different materials respectively were tested in a micro turbine system, which contains rotation part and static part. Load capacity and stability of these foil thrust bearings were investigated in experiments. The results show that bearing which contains rubber has higher load capacity and bearing which contains copper foil has higher stability. According to the work in this paper, applications with different requirements can adopt suitable foil thrust bearing.
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Dissertations / Theses on the topic "Bearing capacity"

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Islam, Amjad, Stephen U. Nwokoli, and Tatek Debebe. "Bearing Capacity of I-Joists." Thesis, Linnéuniversitetet, Institutionen för teknik, TEK, 2011. http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-12703.

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This work deals with the bearing capacity of wood based I-joists Finite element models were analyzed to determine the bearing capacity of I-joists, using the finite element software Abaqus CAE. The purpose of this study is to compare the results from the developed FE-models with experimental results, and with a previously proposed design formula. To perform the analyses finite element models were created. The model consists of three parts:, the web (made of shell element), the flanges and steel plates used at the supports and loading points (made of solid elements) To determine the bearing capacity of the I-joist two types of analyses were performed, a linear buckling analysis to check the risk of web buckling and a static (stress) analysis to check the risk of splitting of the flanges. This study shows that the steel plate length, in some cases, has little or no impact on primarily the splitting load. Furthermore, the buckling load decreases as the depth of the beam increases, the influence of the depth being proportional to 1/h2. The depth of the beam has no impact on the risk of splitting of the flange.
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Spronken, John Tristan. "Bearing capacity of tapered piles." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1999. http://www.collectionscanada.ca/obj/s4/f2/dsk2/ftp01/MQ38643.pdf.

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Pla, Rubio Begoña. "The bearing capacity of Nordic soil." Thesis, KTH, Maskinkonstruktion (Inst.), 2015. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-175893.

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Heavy forestry machines have great immediate effect on soil properties. This increases the interest to develop approaches that help understanding better the interaction between the forest machines and the terrain and consequently develop the forwarders to be gentle to the environment. The most predominant indications of soil disturbances caused by harvesting are mainly rutting and soil compaction. It is critical to understand and evaluate these damages to be able to protect the remaining trees and improve their tree growth rate. Comprehending the bearing capacity of the soil and the interaction between tire and soil are the key issues to develop forest machines that preserve the terrain. The first step to accomplish this goal is to compare the rut depth theoretical data from empirical models with the rut depth data from a full scale field test, the models suitable to predict rut depth is descripted. Tree roots reinforce the forest floor and significantly increase the bearing capacity of the soil. The contribution from root layer to the soil bearing capacity depends on the number, diameter, orientation of the roots and their mechanical properties. To improve the root tensile strength model, a root bending and stretching laboratory test has been carry out and compared with FEM-based results. The existing Valmet 860. 3 Adams MBS model is finally used to study the suitability of the model to predict rut depth. A comparison between several existing methods to predict rut depth is also shown.
Tunga skogsmaskiner har stor omedelbar effekt på markens egenskaper. Detta ökar intresset för att utveckla strategier som underlättar förståelsen av samverkan mellan skogsmaskiner och terrängen och därmed utveckla framdrivning av dessa maskiner som är skonsam mot miljön. De dominerande indikationerna på markstörningar orsakade av hjulbaserade skogsmaskiner är främst spårbildning och jordkompaktering. Det är viktigt att förstå och utvärdera dessa skador för att kunna skydda de kvarvarande träden och förbättra deras tillväxt. Att förstå markens bärighet och samspelet mellan däck och mark är de viktigaste frågorna för att utveckla skogsmaskiner som skonar terrängen. Det första steget för att uppnå detta mål är att jämföra spårdjup vilka är framtagna med empiriska modeller med data för spårdjup från ett fullskaligt fälttest, där de modeller som lämpar sig för att förutsäga spårdjup är beskrivna. Trädrötter förstärker skogsmarken och ökar avsevärt jordens bärighet. Bidraget från rotlagret till jordens bärförmåga beror på antalet rötter, deras diameter samt rötternas orientering och deras mekaniska egenskaper. För att förbättra modellen för rötternas mekaniska egenskaper har rotböjning och rottöjning studerats i ett laboratorietest och vidare jämförts med FEM-baserade resultat. Den befintliga MBS modellen av skotaren Valmet 860.3 har slutligen används för att studera lämpligheten av modellen för att förutsäga spårdjup. En jämförelse mellan flera olika metoder för att förutsäga spårdjup visas också.
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Ardic, Omer. "Analysis Of Bearing Capacity Using Discrete Element Method." Master's thesis, METU, 2006. http://etd.lib.metu.edu.tr/upload/12607866/index.pdf.

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With the developments in computer technology, the numerical methods are used widely in geotechnical engineering. Finite element and finite difference are the most common methods used to simulate the behavior of soil and rock. Although the reliability of these methods are proven in several fields of application over the years, they are not equally satisfactory in every case and require sophisticated constitutive relations to model the discontinuous behavior of geomaterials since they assume the material is continuum or the location of discontinuum is predictable. The Discrete Element Method (DEM) has an intensive advantage to simulate discontinuity. This method is relatively new and still under development, yet it is estimated that it will replace of the continuum methods largely in geomechanics in the near feature. In this thesis, the theory and background of discrete element method are introduced, and its applicability in bearing capacity calculation of shallow foundations is investigated. The results obtained from discrete element simulation of bearing capacity are compared with finite element analysis and analytical methods. It is concluded that the DEM is a promising numerical analysis method but still have some shortcomings in geomechanical applications.
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Russelli, Consolata. "Probabilistic methods applied to the bearing capacity problem /." Stuttgart : IGS, 2008. http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&doc_number=016793817&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA.

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López, Ana Priscilla Paniagua. "Two- and three-dimentional bearing capacity of shallow foundations." Thesis, Norges teknisk-naturvitenskapelige universitet, Institutt for bygg, anlegg og transport, 2010. http://urn.kb.se/resolve?urn=urn:nbn:no:ntnu:diva-14406.

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Chen, Yung-Chieh. "Seismic bearing capacity of shallow and deep strip foundation." Thesis, Imperial College London, 1997. http://hdl.handle.net/10044/1/8665.

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Li, Xudong. "Laboratory studies on the bearing capacity of unsaturated sands." Thesis, University of Ottawa (Canada), 2008. http://hdl.handle.net/10393/27705.

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In this thesis, extensive experimental studies were undertaken by conducting more than 250 bearing capacity tests on model footings to investigate the bearing capacity of three compacted (coarse-grained, sub-coarse-grained, and fine-grained) sands under both saturated and unsaturated conditions. These tests were conducted in specially designed equipment which includes two test systems for conducting bearing capacity tests using model footings. The designed equipment system had provisions for soil drainage, soil suction profile set for measuring the variation of matric suction with depth of water table, tensiometer holders, vacuum water pumps and other accessories. Two different soil containers (short container with 300 mm in diameter and 300 mm in height and the tall container with 300 mm in diameter and 700 mm in height) were used in the study. The bearing capacity was determined using four different sizes of square model footings (i.e. 20 mm x 20 mm, 25 mm x 25 mm, 37.5 mm x 37.5 mm, and 50 mm x 50 mm). All the equipment was designed by the author and fabricated in the student workshop at University of Ottawa. The experimental results demonstrated that the bearing capacity of unsaturated fine-grained sand increases as the matric suction increases. However, experimental studies on coarse-grained sand show that bearing capacity appears to decrease as the matric suction increases. Some practical reasons for such a behavior are explained in the thesis. Experimental studies have also demonstrated that footing sizes in the range of 20 mm x 20 mm to 150 mm x 150 mm had no significant influence on the bearing capacity of sandy soils. The boundary conditions (i.e., ratio of soil container size to footing size) have some effect on the bearing capacity of sands. A separate experimental program Saturated compacted silt after settlement offers significant resistance to the applied static loads without undergoing creep, however; bearing capacity reduces significantly when it is subjected to dynamic or cyclic loading conditions.
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Eslami, Abolfazl. "Bearing capacity of piles from cone penetration test data." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp05/nq21000.pdf.

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Chung, Young-Jun. "Bearing capacity of cohesionless soil after the dynamic compaction." Thesis, University of Birmingham, 2000. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.364882.

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Books on the topic "Bearing capacity"

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American Society of Civil Engineers. and United States. Army. Corps of Engineers., eds. Bearing capacity of soils. New York, N.Y: ASCE Press, 1993.

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Das, Braja M. Shallow foundations bearing capacity and settlement. 2nd ed. Boca Raton: CRC Press, 2009.

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Correia, A. Gomes, and Fernando E. F. Branco. Bearing Capacity of Roads, Railways and Airfields. London: CRC Press, 2021. http://dx.doi.org/10.1201/9781003078814.

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Georgia. Department of Transportation. Evaluation of bridge load-bearing capacity estimation technology. [Georgia: Dept. of Transportation, 2008.

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Lee, Myung Whan. End bearing capacity of a pile in cohesionless soils. Birmingham: University of Birmingham, 1987.

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Chung, Young-Jun. Bearing capacity of cohesionless soil after the dynamic compaction. Birmingham: University of Birmingham, 2000.

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Itani, Rafik Y. Lateral capacity of WSDOT bearing anchor bolt details: Final report for Research Project 2620 "Lateral Capacity of WSDOT Bearing Anchor Bolt Details". [Olympia, Wash.]: Washington State Dept. of Transportation, Washington State Transportation Commission in cooperation with the U.S. Dept. of Transportation, Federal Highway Administration, 1992.

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Hamed, Ahmad Abdul-Hussein. On the end bearing capacity of piles in cohesionless soils. Birmingham: University of Birmingham, 1991.

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Hislop, Lola E. Portable crossings over low-bearing capacity soils using wood products and terra mats. [San Dimas, Calif.]: U.S. Dept. of Agriculture, Forest Service, Technology & Development Program, 1996.

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Hoff, Inge, Helge Mork, and Rabbira Saba. Eleventh International Conference on the Bearing Capacity of Roads, Railways and Airfields, Volume 1. London: CRC Press, 2021. http://dx.doi.org/10.1201/9781003222880.

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Book chapters on the topic "Bearing capacity"

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Verruijt, Arnold. "Bearing Capacity." In An Introduction to Soil Mechanics, 321–28. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-61185-3_42.

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Keaton, Jeffrey R. "Bearing Capacity." In Selective Neck Dissection for Oral Cancer, 1–3. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-12127-7_27-1.

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Craig, R. F. "Bearing capacity." In Soil Mechanics, 59–69. Boston, MA: Springer US, 1992. http://dx.doi.org/10.1007/978-1-4899-3772-8_8.

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Keaton, Jeffrey R. "Bearing Capacity." In Encyclopedia of Earth Sciences Series, 58–60. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-73568-9_27.

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Goodwin, W. A. "Bearing Capacity." In Agronomy Monographs, 485–98. Madison, WI, USA: American Society of Agronomy, Soil Science Society of America, 2015. http://dx.doi.org/10.2134/agronmonogr9.1.c38.

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Huang, Chuanzhi. "Ground Bearing Capacity." In Limit Analysis Theory of the Soil Mass and Its Application, 311–61. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-1572-9_9.

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Scott, C. R. "Bearing capacity of foundations." In An Introduction to Soil Mechanics and Foundations, 289–312. Boston, MA: Springer US, 1994. http://dx.doi.org/10.1007/978-1-4899-7250-7_11.

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Chen, Wai-Fah, and William O. McCarron. "Bearing Capacity of Shallow Foundations." In Foundation Engineering Handbook, 144–65. Boston, MA: Springer US, 1991. http://dx.doi.org/10.1007/978-1-4615-3928-5_4.

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Zhang, Yufen, and Degang Guo. "Analysis of Axial Bearing Capacity." In Springer Tracts in Civil Engineering, 21–47. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-8089-5_2.

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Jia, Junbo. "Bearing Capacity of Shallow Foundations." In Soil Dynamics and Foundation Modeling, 413–33. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-40358-8_12.

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Conference papers on the topic "Bearing capacity"

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Elfass, Sherif, Gary Norris, and Panchaligam Vimalaraj. "A Simple Bearing Capacity Equation." In Geo-Denver 2007. Reston, VA: American Society of Civil Engineers, 2007. http://dx.doi.org/10.1061/40915(234)4.

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Qiang, Li. "Bearing Capacity of Corroded RC Columns." In 2010 Third International Conference on Information and Computing Science (ICIC). IEEE, 2010. http://dx.doi.org/10.1109/icic.2010.243.

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Xie, Yonggui, and Ben Leshchinsky. "Ultimate Bearing Capacity near Slopes: Transition from a Bearing Capacity Problem to a Slope Stability Problem." In Geotechnical Frontiers 2017. Reston, VA: American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480458.025.

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Shuai, Lv, Li Dongming, and Shen Wenqiang. "Research on Bearing Capacity Parameters of Radial Enveloping Ultrasonic Levitation Bearing." In 2020 3rd World Conference on Mechanical Engineering and Intelligent Manufacturing (WCMEIM). IEEE, 2020. http://dx.doi.org/10.1109/wcmeim52463.2020.00174.

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Dong, ZeDa, Cheng Cheng, and Fangcheng Xu. "Theoretical Study on Static Performance of Herringbone Grooved Aerodynamics Foil Bearing." In ASME Turbo Expo 2020: Turbomachinery Technical Conference and Exposition. American Society of Mechanical Engineers, 2020. http://dx.doi.org/10.1115/gt2020-15779.

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Abstract In this paper, the mathematical model of herringbone grooved aerodynamic foil bearings is established, and the finite difference method is used to obtain the discretized form of Reynolds equation. The static characteristics of bearings, such as film pressure, film temperature, are obtained by solving the Reynolds equation and energy equation. The bearing load capacity and friction power consumption are obtained by calculating the film thickness and film pressure distribution in the bearing gap. The influence of the bearing operational parameters, such as eccentricity and rotation speed, and the bearing structural parameters, such as groove width, groove depth ratio, groove number and helix angle, on the bearing load capacity and friction power consumption of bearings are analyzed. The methods of improving bearing load capacity and reducing friction power consumption are obtained. Simultaneously, by comparing the bearing load capacity and friction power consumption of herringbone grooved gas foil bearings and gas foil bearings (GFBs) without herringbone grooves, the influence of herringbone grooves on the bearing performance is obtained.
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Jia, Chenhui, Jing Gao, Ming Qiu, and Wensuo Ma. "Bearing Capacity Analysis of Spherical Hybrid Gas Bearings with Tangential Gas Supply." In 2017 7th International Conference on Education, Management, Computer and Society (EMCS 2017). Paris, France: Atlantis Press, 2017. http://dx.doi.org/10.2991/emcs-17.2017.307.

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Koide, Takao, Koji Tsubokura, Satoshi Oda, and Chiaki Namba. "Load Bearing Capacity of Super-Carburized Gears." In ASME 2003 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. ASMEDC, 2003. http://dx.doi.org/10.1115/detc2003/ptg-48016.

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This paper describes a study on the load bearing capacity of super-carburized gears. Test gears and rollers of MAC14 and SCM415 steels were super or eutectoid-carburized under different carburizing conditions. The impact and bending fatigue tests for test gears and the contact fatigue test for test rollers were carried out. The effects of case depths on the impact and bending fatigue strengths of gears and the surface durability of rollers were determined. The impact breaking limit energy of super-carburized gears was found to be larger by about 15% than that of eutectoid-carburized gears irrespective of case depth. The bending fatigue strength of the super-carburized gear was found to be almost equal to that of the eutectoid-carburized gear. The surface durability of the super-carburized roller becomes larger with an increase of case depth and is larger than that of eutectoid-carburized rollers in the case of larger case depth. The surface failure modes for super and eutectoid-carburized rollers were spalling. The load bearing capacity of super and eutectoid-carburized gears was found to become larger by shot-peening.
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Yu, Xueyong. "Slope Foundation Bearing Capacity Upper Bound Solution." In 2017 3rd International Forum on Energy, Environment Science and Materials (IFEESM 2017). Paris, France: Atlantis Press, 2018. http://dx.doi.org/10.2991/ifeesm-17.2018.187.

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N. Poludetkina, E., O. K. Bazhenova, and N. P. Fadeeva. "Oil-Gas-Bearing Capacity of Anadyr Basin." In 69th EAGE Conference and Exhibition incorporating SPE EUROPEC 2007. European Association of Geoscientists & Engineers, 2007. http://dx.doi.org/10.3997/2214-4609.201401910.

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Lei Qingguan and Xie Tao. "Study on inhomogeneous foundation multiple bearing capacity." In 2011 International Conference on Multimedia Technology (ICMT). IEEE, 2011. http://dx.doi.org/10.1109/icmt.2011.6003335.

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Reports on the topic "Bearing capacity"

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Bosscher, Peter J., Eva Menclova, Jeffrey S. Russel, and Ronald E. Wahl. Estimating Bearing Capacity of Piles Installed with Vibratory Drivers. Fort Belvoir, VA: Defense Technical Information Center, July 1998. http://dx.doi.org/10.21236/ada351084.

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Hao, Rui, Yuqing Liu, and Haohui Xin. EXPERIMENTAL STUDY ON BEARING CAPACITY OF Q420 STEEL U-RIB STIFFENED PLATES SUBJECTED TO AXIAL COMPRESSION. The Hong Kong Institute of Steel Construction, December 2018. http://dx.doi.org/10.18057/icass2018.p.081.

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Hart, Edward, Kaiya Raby, Jonathan Keller, Shawn Sheng, Hui Long, James Carroll, James Brasseur, and Fraser Tough. Main Bearing Replacement and Damage - A Field Data Study on 15 Gigawatts of Wind Energy Capacity. Office of Scientific and Technical Information (OSTI), July 2023. http://dx.doi.org/10.2172/1992019.

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4

Guo, Yan-Lin, Meng-Zheng Wang, Jing-Shen Zhu, and Xiao Yang. LOAD-BEARING CAPACITY OF CONCRETE-INFILLED DOUBLE STEEL CORRUGATED-PLATE WALLS WITH T-SECTION UNDER COMBINED AXIAL COMPRESSION AND BENDING MOMENT. The Hong Kong Institute of Steel Construction, December 2018. http://dx.doi.org/10.18057/icass2018.p.076.

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5

Sutipatanasomboon, Arpaporn. Ultimate guide on Clegg Impact Testers. ConductScience, July 2022. http://dx.doi.org/10.55157/cs20220727.

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A Clegg Impact Tester, also known as a Clegg Hammer, is a portable device invented by Dr. Baden Clegg to assess surface shock absorption and bearing capacity. It measures the strength of soils, aggregates, and synthetic materials for roads and sports surfaces. The tester consists of a compaction hammer, guiding tube, and piezoelectric accelerometer. It quantifies a surface's ability to withstand structural load and offers insights into strength, stiffness, and stability. The hammer is dropped from a specific height, and its impact is measured. Clegg Impact Testers are used for various applications, including road quality, turf safety, athletic tracks, and stall surfaces. Factors to consider when choosing one include hammer weight, readout range, power source, and additional features.
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Schmidt-Sane, Megan, Tabitha Hrynick, and Eva Niederberger. Community Resilience: Key Concepts and their Applications to Epidemic Shocks. Institute of Development Studies (IDS), January 2021. http://dx.doi.org/10.19088/sshap.2021.003.

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The COVID-19 pandemic has exposed long-standing social inequalities and vulnerabilities, with the most disadvantaged and marginalised groups bearing the greatest health, social, and economic burdens. Beyond documenting these vulnerabilities, there is a need to mitigate them and support the resilience of marginalised communities. ‘Community resilience’ can bolster community capacity to cope with the pressures of various shocks; this brief explores how its concepts can be applied to epidemics. It reviews the grey and academic literature on different approaches to community resilience. It covers 1) terminology, 2) lessons from practice, 3) the context of community resilience, 4) a systems approach, and 5) key human and social capacities. Social justice, inequality, equity, and fairness are highlighted as themes in need of further development for resilience as it relates to epidemic preparedness and response. This brief was developed for SSHAP by IDS (led by Megan Schmidt-Sane with Tabitha Hrynick) with Anthrologica (Eva Niederberger).
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Schmidt-Sane, Megan, Tabitha Hrynick, and Eva Niederberger. Community Resilience: Key Concepts and their Applications to Epidemic Shocks. Institute of Development Studies (IDS), February 2021. http://dx.doi.org/10.19088/sshap.2021.027.

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The COVID-19 pandemic has exposed long-standing social inequalities and vulnerabilities, with the most disadvantaged and marginalised groups bearing the greatest health, social, and economic burdens. Beyond documenting these vulnerabilities, there is a need to mitigate them and support the resilience of marginalised communities. ‘Community resilience’ can bolster community capacity to cope with the pressures of various shocks; this brief explores how its concepts can be applied to epidemics. It reviews the grey and academic literature on different approaches to community resilience. It covers 1) terminology, 2) lessons from practice, 3) the context of community resilience, 4) a systems approach, and 5) key human and social capacities. Social justice, inequality, equity, and fairness are highlighted as themes in need of further development for resilience as it relates to epidemic preparedness and response. This brief was developed for SSHAP by IDS (led by Megan Schmidt-Sane with Tabitha Hrynick) with Anthrologica (Eva Niederberger).
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Schmidt-Sane, Megan, Tabitha Hrynick, and Eva Niederberger. Community Resilience: Key Concepts and their Applications to Epidemic Shocks. Institute of Development Studies (IDS), January 2021. http://dx.doi.org/10.19088/sshap.2021.026.

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Abstract:
The COVID-19 pandemic has exposed long-standing social inequalities and vulnerabilities, with the most disadvantaged and marginalised groups bearing the greatest health, social, and economic burdens. Beyond documenting these vulnerabilities, there is a need to mitigate them and support the resilience of marginalised communities. ‘Community resilience’ can bolster community capacity to cope with the pressures of various shocks; this brief explores how its concepts can be applied to epidemics. It reviews the grey and academic literature on different approaches to community resilience. It covers 1) terminology, 2) lessons from practice, 3) the context of community resilience, 4) a systems approach, and 5) key human and social capacities. Social justice, inequality, equity, and fairness are highlighted as themes in need of further development for resilience as it relates to epidemic preparedness and response. This brief was developed for SSHAP by IDS (led by Megan Schmidt-Sane with Tabitha Hrynick) with Anthrologica (Eva Niederberger).
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Skone, Timothy J. Horizontal Turbine Shafts & Bearings, 1.5-6 MW Capacity, Manufacturing. Office of Scientific and Technical Information (OSTI), October 2010. http://dx.doi.org/10.2172/1509028.

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Bradley, Gregory L., Peter C. Chang, and Andrew W. Taylor. Determination of the ultimate capacity of elastomeric bearings under axial loading. Gaithersburg, MD: National Institute of Standards and Technology, 1998. http://dx.doi.org/10.6028/nist.ir.6121.

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