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Books on the topic 'Pile performance'

Author: Grafiati

Published: 3 June 2025

Last updated: 31 July 2025

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1

Center, Turner-Fairbank Highway Research, and Goble, Rausche, Likins and Associates., eds. The Performance of pile driving systems: Inspection manual. U.S. Dept. of Transportation, Federal Highway Administration, Research, Development, and Technology, Turner-Fairbank Highway Research Center, 1986.

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2

Winter, Charles J. Investigation of standard penetration torque testing (SPT-T) to predict pile performance. Wisconsin Highway Research Program, University of Wisconsin-Madison, 2005.

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3

Stephens, Jerry E. Performance of steel pipe pile-to-concrete bent cap connections subject to seismic or high transverse loading, phase II: Final report. Montana Dept. of Transportation, 2005.

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4

Stephens, Jerry E. Performance of steel pipe pile-to-concrete bent cap connections subject to seismic or high transverse loading, phase II: Project summary report. Montana Dept. of Transportation, 2005.

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5

W, Boulanger Ross, Tokimatsu Kohji, University of California, Berkeley. Earthquake Engineering Research Center., American Society of Civil Engineers. Geo-Institute., and Tōkyō Kōgyō Daigaku. Toshi Jishin Kōgaku Sentā., eds. Seismic performance and simulation of pile foundations in liquefield and laterally spreading ground: Proceedings of a workshop, March 16-18, 2005, University of California, Davis, California. American Society of Civil Engineers, 2005.

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6

Codesal, Javier. Tras la piel. Diputación General de Aragón, 1995.

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7

Thomas, Richard W. Performance of corrugated pipe manufactured with recycled polyethylene content. Transportation Research Board, 2011.

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8

Moser, A. P. Evaluation of polyvinyl chloride (PVC) pipe performance. The Foundation and American Water Works Association, 1994.

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9

Marx, Donald H. Triadimefon and Pisolithus ectomycorrhizae affect second-year field performance of loblolly pine. U.S. Dept. of Agriculture, Forest Service, Southeastern Forest Experiment Station, 1987.

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10

Marx, Donald H. Triadimefon and Pisolithus ectomycorrhizae affect second-year field performance of loblolly pine. U.S. Dept. of Agriculture, Forest Service, Southeastern Forest Experiment Station, 1987.

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11

Rajani, Balvant. Long-term performance of ductile iron pipes. Water Research Foundation, 2011.

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12

Paul, Davis, AWWA Research Foundation, and CSIRO (Australia), eds. Long-term performance prediction for PE pipes. Awwa Research Foundation, 2007.

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13

Paul, Davis, AWWA Research Foundation, and CSIRO (Australia), eds. Long-term performance prediction for PE pipes. Awwa Research Foundation, 2007.

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14

Paul, Davis, AWWA Research Foundation, and CSIRO (Australia), eds. Long-term performance prediction for PE pipes. Awwa Research Foundation, 2007.

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15

Haverbeke, David F. Van. Twenty-year performances of Scotch, European black (Austrian), red, and jack pines in eastern Nebraska. U.S. Dept. of Agriculture, Forest Service, Rocky Mountain Forest and Range Experiment Station, 1986.

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16

Haverbeke, David F. Van. Twenty-year performances of Scotch, European black (Austrian), red, and jack pines in eastern Nebraska. U.S. Dept. of Agriculture, Forest Service, Rocky Mountain Forest and Range Experiment Station, 1986.

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17

Haverbeke, David F. Van. Twenty-year performances of Scotch, European black (Austrian), red, and jack pines in eastern Nebraska. Rocky Mountain Forest and Range Experiment Station, Forest Service, U.S. Dept. of Agriculture, 1986.

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18

Haverbeke, David F. Van. Twenty-year performances of Scotch, European black (Austrian), red, and jack pines in eastern Nebraska. U.S. Dept. of Agriculture, Forest Service, Rocky Mountain Forest and Range Experiment Station, 1986.

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19

Haverbeke, David F. Van. Twenty-year performances of Scotch, European black (Austrian), red, and jack pines in eastern Nebraska. U.S. Dept. of Agriculture, Forest Service, Rocky Mountain Forest and Range Experiment Station, 1986.

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20

Haverbeke, David F. Van. Twenty-year performances of Scotch, European black (Austrian), red, and jack pines in eastern Nebraska. U.S. Dept. of Agriculture, Forest Service, Rocky Mountain Forest and Range Experiment Station, 1986.

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21

National Conference on Flexible Pipes. (1st 1990 Columbus, Ohio). Structural performance of flexible pipes: Proceedings of the First National Conference on Flexible pipes, Columbus, Ohio, 21-23 October, 1990. A.A. Balkema, 1990.

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22

New York (State). Engineering Research and Development Bureau and United States. Federal Highway Administration, eds. Performance of polymer-coated and bituminous-coated-and-paved corrugated steel pipe. Engineering Research and Development Bureau, New York State Dept. of Transportation, 1989.

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23

Althen, F. W. Von. Performance of black walnut-white pine plantations in southwestern Ontario. Great Lakes Forestry Centre, Canadian Forestry Service, Govt. of Canada, 1988.

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24

Cameron, Dawn E. Performance of three mountain pine beetle damage models compared to actual outbreak histories. U.S. Dept. of Agriculture, Forest Service, Intermountain Research Station, 1990.

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25

McCarthy, Monica. Assessment of truss plate performance model applied to southern pine truss joints. U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1987.

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26

International Conference on Welding and Performance of Pipelines (3rd 1986 London, England). Welding and performance of pipelines: Third International Conference, London, 18-21 November 1986. The Welding Institute, 1987.

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27

Edwards, M. Boyd. Three-year performance of planted loblolly pine seedlings on a lower Piedmont site after six site-preparation treatments. U.S. Dept. of Agriculture, Forest Service, Southeastern Forest Experiment Station, 1986.

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28

Edwards, M. Boyd. Three-year performance of planted loblolly pine seedlings on a lower Piedmont site after six site-preparation treatments. U.S. Dept. of Agriculture, Forest Service, Southeastern Forest Experiment Station, 1986.

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29

Edwards, M. Boyd. Three-year performance of planted loblolly pine seedlings on a lower Piedmont site after six site-preparation treatments. U.S. Dept. of Agriculture, Forest Service, Southeastern Forest Experiment Station, 1986.

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30

Edwards, M. Boyd. Three-year performance of planted loblolly pine seedlings on a lower Piedmont site after six site-preparation treatments. U.S. Dept. of Agriculture, Forest Service, Southeastern Forest Experiment Station, 1986.

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31

Paterson, John M. Effect of initial seedling morphology and planting practices on field performance of Jack pine 6 years after planting. Ontario Forest Research Institute, 1994.

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32

O, Salonius P., and Atlantic Forestry Centre, eds. Extended nursery rearing compromises field performance of container-reared conifer seedlings. Atlantic Forestry Centre, 2002.

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33

E, Hatchell Glyndon, and Southeastern Forest Experiment Station (Asheville, N.C.), eds. A preliminary identification of morphological indicators of field performance in bare-root nursery stock. U.S. Dept. of Agriculture, Forest Service, Southeastern Forest Experiment Station, 1992.

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34

Newsome, T. A. Competitive effects of trembling aspen on lodgepole pine performance in the SBS and IDF zones of the Cariboo-Chilcotin region of south-central British Columbia. British Columbia Ministry of Forests Forest Science Program, 2003.

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35

P, Wilkinson David, ed. Proton exchange membrane fuel cells: Materials properties and performance. Taylor & Francis, 2010.

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36

Jeffrey, Fergus, ed. Solid oxide fuel cells: Materials properties and performances. CRC Press, 2009.

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37

Kyōkai, Nihon Tekkō, and Nickel Development Institute (Canada), eds. A Report on the performance of stainless steel pipe for water supply in underground soil environments. Japan Stainless Steel Association, 1988.

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38

Hatchell, Glyndon E. Nursery cultural practices and morphological attributes of longleaf pine bare-root stock as indicators of early field performance. Southeastern Forest Experiment Station, 1990.

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39

Educational Resources Information Center (U.S.), ed. Lonesome Pine Regional Library: Final performance report for Library Services and Construction Act (LSCA) Title VI : Library Literacy Program. U.S. Dept. of Education, Office of Educational Research and Improvement, Educational Resources Information Center, 1993.

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40

Lam, Frank C. F. Performance of posts laminated with blue-stained mountain pine beetle lodgepole pine. Mountain Pine Beetle Initiative, 2005.

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41

Wang, Brad. Development of high-performance and durable engineered wood products from mountain pine beetle veneers using novel resin impregnation technologies. Pacific Forestry Centre, 2009.

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42

Wass, E. F. Impacts of cross-contour skidroads on properties of a gravelly sandy loam soil and on seedling performance. Pacific Forestry Centre, 1997.

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43

James, Robert L. Effects of spring applications of dazomet on root diseases and performance of Douglas-fir and western white pine transplants, USDA Forest Service Nursery, Coeur d'Alene, Idaho. U.S. Dept. of Agriculture, Forest Service, Northern Region, 2002.

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44

Wigmans, Richard. Performance of Calorimeter Systems. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780198786351.003.0007.

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The most important practical aspects of the performance of calorimeter systems are reviewed. Each aspect is illustrated with examples published in the scientific literature. One of the most important performance characteristics is the energy resolution, which is shown separately for electrons, hadrons and jets. The same distinction is also made for the position and angular resolutions that are achieved in practice. The time characteristics of the calorimeter signals, which are important for a variety of purposes (e.g. pile-up), depend on the signal generation mechanism (Cherenkov, scintillatio

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45

Ltd, ICON Group. SOUTHERN CONCRETE PILE PUBLIC CO. LTD.: International Competitive Benchmarks and Financial Gap Analysis (Financial Performance Series). 2nd ed. Icon Group International, 2000.

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46

Jakes, Johnson. Powerful Performance Pill. Independently Published, 2019.

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47

Seismic performance and simulation of pile foundations in liquefied and laterally spreading ground: Proceedings of a workshop, March 16-18, 2005, University of California, Davis, California. American Society of Civil Engineers, 2006.

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48

Long-term performance prediction for PE pipes. Awwa Research Foundation, 2007.

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49

Lampman, Steve, ed. Weld Integrity and Performance. ASM International, 1997. http://dx.doi.org/10.31399/asm.tb.wip.9781627083591.

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Weld Integrity and Performance is a convenient reference and sourcebook for anyone involved in the application, fabrication, or assessment of welded structures. It provides detailed information on relevant topics including weld solidification, weldability testing, weld characterization, discontinuities and imperfections, cracking phenomena, inspection and evaluation techniques, fatigue and fracture control, fracture mechanics, fitness-for-service testing, repair welding, and weld corrosion. An entire section, the largest by far in the book, covers the basic metallurgy and engineering propertie

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50

Long-term performance prediction for PVC pipes. AWWA Research Foundation, 2005.

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