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Relevant bibliographies by topics / Canadian Foundation Engineering Manual

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Academic literature on the topic 'Canadian Foundation Engineering Manual'

Author: Grafiati

Published: 4 June 2021

Last updated: 1 February 2022

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Journal articles on the topic "Canadian Foundation Engineering Manual"

1

Baikie, L. D. "Total and partial factors of safety in geotechnical engineering." Canadian Geotechnical Journal 22, no. 4 (1985): 477–82. http://dx.doi.org/10.1139/t85-067.

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The use of partial factors of safety in geotechnical design is introduced in the second edition of the Canadian Foundation Engineering Manual. The partial factors have been obtained from comparisons with conventional methods of analysis. Studies presented herein for simple slopes, cantilevered rigid retaining walls, flexible sheet pile walls, shallow strip foundations, and pile foundations indicate that modifications to some of the suggested partial load and resistance modification factors are necessary if comparable designs are to be obtained. Key words: factor of safety, partial factors, lim

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2

James, Anu, and Babu Kurian. "Comparison of Analysis Specifications and Practices for Diaphragm Wall Retaining System." Studia Geotechnica et Mechanica 40, no. 1 (2018): 21–29. http://dx.doi.org/10.2478/sgem-2018-0004.

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AbstractDiaphragm walls are deep embedded earth retaining structures. They also act as a part of the foundation. Geotechnical codes of practice from various countries provide procedures for the analysis of deep foundations. Not many standards are available that directly regulate the analysis of diaphragm walls. This paper compares the analysis of diaphragm walls performed using the foundation codes of different countries. Codes including EN 1997-1, BS 8002, BS 8004, BS EN 1538, AASHTO LRFD Bridge Design Specifications, AS 4678, AS 5100.3, Canadian Foundation Engineering Manual, CAN/CSA S6, IS

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Valsangkar, A. J., and A. B. Schriver. "Partial and total factors of safety in anchored sheet pile design." Canadian Geotechnical Journal 28, no. 6 (1991): 812–17. http://dx.doi.org/10.1139/t91-098.

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Recently, the limit states design approach has been recommended in geotechnical design. The Canadian Foundation Engineering Manual (1985) details the new approach for design of foundations, slopes, and retaining structures. Some recent research has indicated that the use of the limit states design approach leads to conservative designs when compared with conventional methods of design. Results of a parametric study are presented in this paper. The study investigated the influence of sheet pile wall geometry, type of water-pressure distribution considered, and different methods of analysis on t

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Saatcioglu, M., M. Shooshtari, and S. Foo. "Seismic screening of buildings based on the 2010 National Building Code of Canada." Canadian Journal of Civil Engineering 40, no. 5 (2013): 483–98. http://dx.doi.org/10.1139/cjce-2012-0055.

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Seismic screening software is developed for existing buildings in Canada on the basis of the requirements of 2010 National Building Code of Canada. The software is based on the “Manual for Screening of Buildings for Seismic Investigation,” published by the National Research Council of Canada in 1992. The new software incorporates updated seismicity and soil classifications used in the National Building Code of Canada (NBCC) since 2005, as well as the new ductility and over-strength factors specified in the 2010 NBCC. The uniform hazard spectrum values of the current Canadian seismicity, define

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Madanayaka, Thushara Asela, and Nagaratnam Sivakugan. "Simple solutions for square and rectangular cofferdam seepage problems." Canadian Geotechnical Journal 56, no. 5 (2019): 730–45. http://dx.doi.org/10.1139/cgj-2018-0295.

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Cofferdams are widely used temporary structures at construction sites. Two of the main parameters required in designing a cofferdam are the flow rate and exit hydraulic gradient at the bottom of the excavation. Commonly, these two parameters are evaluated by using two-dimensional (2D) ground water flow models. However, when the flow pattern is three-dimensional (3D), such as flow into the square or rectangular cofferdams, predictions by the 2D models underestimate the flow rate and exit gradients considerably. Therefore, it is necessary to incorporate the 3D flow effect through a correction fa

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Cao, Jing, Md Hadiuzzaman, Tony Z. Qiu, and Dawei Hu. "Real-time queue estimation model development for uninterrupted freeway flow based on shockwave analysis." Canadian Journal of Civil Engineering 42, no. 3 (2015): 153–63. http://dx.doi.org/10.1139/cjce-2014-0218.

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In this study, the authors developed a time-space discrete macroscopic model based on the shockwave theory for real-time queue estimation in uninterrupted freeway flow, using fixed-location loop detector data. After investigating the queue characteristics both at an active bottleneck and within a variable speed limit control case, the proposed model was applied to these two cases on Whitemud Drive, a major freeway corridor in Edmonton, Alberta, Canada. Modified Highway Capacity Manual–based methods were used to determine queue density in uninterrupted freeway flow. The effect of time interval

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Balendra, Thambirajah, and Arthur C. Heidebrecht. "A foundation factor for earthquake design using the Canadian code of practice." Canadian Journal of Civil Engineering 14, no. 4 (1987): 498–509. http://dx.doi.org/10.1139/l87-074.

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A new foundation factor is proposed to account for the soil amplification effects in the calculation of seismic base shear, as specified in the 1985 edition of the National Building Code of Canada. Three types of soil conditions are considered, viz., stiff soil, deep cohesionless soil, and soft clay deposits. In order to capture the resonance effect at the site–structure period, the foundation factor is expressed as a function of the ratio between fixed base period of the building and site period. The proposed foundation factor takes into account both the site–structure period coincidence effe

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Zhang, Wei Xi, Ping Chen, Dong Zhao, and Yan Qiang Zhang. "A New Technique and its Application in the Conservation of Historical Masonry Constructions - Underpinning by Manual Pipe-Jacking." Advanced Materials Research 133-134 (October 2010): 1077–82. http://dx.doi.org/10.4028/www.scientific.net/amr.133-134.1077.

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The structural damages, which result from the inadequate bearing capacity or the asymmetric support of foundation, are one of the crucial works in the conservation of historical masonry constructions. Firstly ,the box girders are slowly and evenly jacked by the manual pipe jacking technique ,and then casting the core beam to form a whole, so the construction is gradually situated on a "tray" with sufficient rigidity. Consequently, the structural damages caused by the inadequate bearing capacity or the asymmetric support of foundation is thoroughly treated. Based on the field test, the principl

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Liu, Nan, Jin Li Liu, Bao Hua Fang, Hong Wang Zhang, and Wei Guang Shao. "Optimization Design Research on Manual Piston Pump." Advanced Materials Research 605-607 (December 2012): 61–64. http://dx.doi.org/10.4028/www.scientific.net/amr.605-607.61.

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As the research object a manual piston pump is designed lightweight, by using optimization theory and FEM&CFD software. The manual piston pump body and the end cover are designed proper structures according to the flow field and the structure strength. The optimized design and analysis calculation provide credible theory, and lay the foundation for the engineering application design and manufacturing of the product.

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Naggar, M. Hesham El. "The 2002 Canadian Geotechnical Colloquium: The role of soilpile interaction in foundation engineering." Canadian Geotechnical Journal 41, no. 3 (2004): 485–509. http://dx.doi.org/10.1139/t04-014.

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Soilpile interaction (SPI) plays an important role in the analysis and design of foundations and structures. Geotechnical engineers have recognized this role, and many studies have focused on several aspects of the topic in the past four decades. As the third millennium begins, geotechnical engineers are challenged to provide more reliable and efficient foundation solutions to support larger, heavier, and more complicated structures. SPI must be thoroughly understood to properly address the issues that arise when designing foundations to meet these challenges. This presentation investigates s

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Dissertations / Theses on the topic "Canadian Foundation Engineering Manual"

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Nader, Athir. "Engineering Characteristics of Sensitive Marine Clays - Examples of Clays in Eastern Canada." Thèse, Université d'Ottawa / University of Ottawa, 2014. http://hdl.handle.net/10393/30670.

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Sensitive marine clay in Ottawa is a challenging soil for geotechnical engineers. This type of clay behaves differently than other soils in Canada or other parts of the world. They also have different engineering characteristic values in comparison to other clays. Cone penetration testing in sensitive marine clays is also different from that carried out in other soils. The misestimation of engineering characteristics from cone penetration testing can result. Temperature effects have been suspected as the reason for negative readings and erroneous estimations of engineering characteristics from

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Dahl, Robert, and Emelie Göransson. "Jämförelse av beräkningsprogram och handberäkningar för att minimera armeringsmängd i grundplatta." Thesis, Uppsala universitet, Institutionen för samhällsbyggnad och industriell teknik, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-413978.

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This study is based on an analysis of a foundation slab where calculations are done to find the minimum amount of reinforcement needed. The purpose of this thesis is to find a balance between time-cost, carbon dioxide emissions and the working environment. One way to minimize time-cost is by using FEM-software. In some cases, FEM-software is more exact than manual calculations, since manual calculations usually approximate. For this reason, manual calculations are compared to FEM-Design. FEM-software is commonly used for other parts of construction, which saves time-cost and materials compared

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Books on the topic "Canadian Foundation Engineering Manual"

1

Committee, Canadian Geotechnical Society Foundations. Canadian foundation engineering manual. 2nd ed. Canadian Geotechnical Society, 1985.

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2

Canadian Geotechnical Society. Foundations Committee. Canadian foundation engineering manual. 3rd ed. Canadian Geotechnical Society, 1992.

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3

Das, Braja M. Solutions manual: To accompany principles of foundation engineering. 3rd ed. PWSPublishing, 1995.

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4

Candogan, Ali. The art and practice of foundation engineering: An illustrated manual. 2nd ed. Ali Candogan, 2009.

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5

Canadian, Geotechnical Conference (38th 1985 Edmonton Alta ). 38th Canadian Geotechnical Conference: Theory & practice in foundation engineering : preprint volume : September 25-27, 1985, Four Seasons Hotel, Edmonton, Alberta. Canadian Geotechnical Society, 1985.

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6

Society, Canadian Geotechnical, ed. Canadian foundation engineering manual. 4th ed. Canadian Geotechnical Society, 2007.

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7

Canadian Foundation Engineering Manual. Bitech Pub Ltd, 1992.

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8

Brown, Robert Wade. Foundation Repair Manual (McGraw-Hill Portable Engineering). McGraw-Hill Professional, 1999.

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9

United States. Federal Highway Administration., National Highway Institute (U.S.), Parsons, Brinckerhoff, Quade & Douglas., and Woodward-Clyde Consultants, eds. Training course in geotechnical and foundation engineering: Subsurface investigations : participants manual : NHI course no. 13231, Module 1. U.S. Dept. of Transportation, Federal Highway Administration, National Highway Institute, 1997.

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10

The Official Picture: The National Film Board of Canada's Still Photography Division and the Image of Canada, 1941-1971 (McGill-Queen's/Beaverbrook Canadian Foundation Studies in Art History). McGill-Queen's University Press, 2013.

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Conference papers on the topic "Canadian Foundation Engineering Manual"

1

Leaf, Ron, Joel Schilling, Jon French, and Mark Lobermeier. "Guide Manual for ``Heart of the City'' Burnsville, Minnesota." In Engineering Foundation Conference 2001. American Society of Civil Engineers, 2002. http://dx.doi.org/10.1061/40602(263)37.

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Fathian, Ramin, Alireza Noamani, Chester Ho, Hossein Rouhani, and Aleksander Czekanski. "Manual Wheelchair Stroke Time Estimation Using Hand-Mounted Sensor." In Canadian Society for Mechanical Engineering International Congress (2021 : Charlottetown, PE). University of Prince Edward Island. Robertson Library, 2021. http://dx.doi.org/10.32393/csme.2021.223.

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Hoeve, T. E., and G. Zhang. "Initial Performance of a Thermopile Foundation for a Building in Inuvik." In 18th International Conference on Cold Regions Engineering and 8th Canadian Permafrost Conference. American Society of Civil Engineers, 2019. http://dx.doi.org/10.1061/9780784482599.048.

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Thornley, J. D., A. P. Daggett, E. Yarmak, S. Mehta, D. Prusak, and C. Hosford. "Long-Term Design of the At-Grade Foundation System for an LNG Storage Tank in Fairbanks, Alaska." In 18th International Conference on Cold Regions Engineering and 8th Canadian Permafrost Conference. American Society of Civil Engineers, 2019. http://dx.doi.org/10.1061/9780784482599.056.

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Patel, Niravkumar, Muller Urias, Changyan He, Peter L. Gehlbach, and Iulian Iordachita. "A Comparison of Manual and Robot Assisted Retinal Vein Cannulation in Chicken Chorioallantoic Membrane." In 2020 42nd Annual International Conference of the IEEE Engineering in Medicine and Biology Society (EMBC) in conjunction with the 43rd Annual Conference of the Canadian Medical and Biological Engineering Society. IEEE, 2020. http://dx.doi.org/10.1109/embc44109.2020.9176853.

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Zhuo, Yi. "Research on the automatic tension control and management integrated system of railway prestressed concrete beam." In IABSE Conference, Kuala Lumpur 2018: Engineering the Developing World. International Association for Bridge and Structural Engineering (IABSE), 2018. http://dx.doi.org/10.2749/kualalumpur.2018.0143.

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<p>Pre-stressed tension construction is the key link of the production process of pre-stressed concrete precast beams. The traditional manual operation has many disadvantages, such as low precision, low efficiency, complex operation, and poor synchronization, high frequency of calibration and uncontrollable authenticity of results. In view of the problems existing in the traditional pre-stressed tensioning of railway bridges at present. In this paper, based on big data, cloud technology and radio frequency identification technology, the Railway Pre-Stressed Concrete Beam Intelligent Tens

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Chen, Shuyang, Yuan-Chi Peng, John Wason, et al. "Software Framework for Robot-Assisted Large Structure Assembly." In ASME 2018 13th International Manufacturing Science and Engineering Conference. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/msec2018-6689.

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This paper presents the design and initial results of a project involving the robotic assembly of a large segmented structure. This project aims to develop an operator-guided semi-autonomous assembly process using industrial robots integrated with multiple sensors. The goal is to demonstrate the potential of robotic technology to reduce cycle time, enhance assembly quality, and improve worker ergonomics, as compared to the current manual or fixture-based approaches. The focus is primarily on the software framework which is composed of a collection of commercial and customized components for ro

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Lewis, Patrick K., Christopher A. Mattson, and Vance R. Murray. "An Engineering Design Strategy for Reconfigurable Products That Support Poverty Alleviation." In ASME 2010 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. ASMEDC, 2010. http://dx.doi.org/10.1115/detc2010-28739.

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Reconfigurable products can adapt to new and changing customer needs. One potential, high-impact, area for product reconfiguration is in the design of income-generating products for poverty alleviation. Non-reconfigurable income-generating products such as manual irrigation pumps have helped millions of people sustainably escape poverty. However, millions of other impoverished people are unwilling to invest in these relatively costly products because of the high perceived and actual financial risk involved. As a result, these individuals do not benefit from such technologies. Alternatively, wh

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Workman-Germann, Jamie. "Utilizing Multimedia Tools to Create Virtual Laboratory Experiments in an Introduction to Materials Course." In ASME 2004 International Mechanical Engineering Congress and Exposition. ASMEDC, 2004. http://dx.doi.org/10.1115/imece2004-61886.

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Work is currently being done using multimedia tools to create virtual laboratory experiments for the Introduction to Materials course (MET 141) at Indiana University Purdue University at Indianapolis (IUPUI). These efforts are part of a larger project to incorporate the entire class; lecture, laboratory, homework, exams, and quizzes into an online environment. Video, audio, data capture and analysis, hardware, and software tools are being utilized and developed to create this new method of performing and analyzing laboratory experiments. The foundation for this project was created during the 2

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LaMalva, Kevin J. "ASCE/SEI Advancements in Structural Fire Engineering." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.0719.

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<p>Advancements put forth by the Structural Engineering Institute (SEI) of ASCE are paving the way for a regulated engineered alternative to the long‐standing archaic requirements for structural fire design. For the past century, project stakeholders have tolerated a strikingly inefficient and amorphous system for protecting structures from uncontrolled fire. Traditionally, fire protection is prescribed for structures after they have been optimized for ambient design loads (i.e., gravity, wind, seismic, and others), with no explicit consideration of structural fire performance. According

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