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1

Hauling heavyweights: Moving extra-large loads by road. Wellingborough: P. Stephens, 1986.

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2

Nixon, Wilfrid A. Field measurements of plow loads during ice removal operations. Iowa City: Iowa Institute of Hydraulic Research, University of Iowa, 1993.

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3

Truck & Bus Meeting & Exposition (1988 Indianapolis, Ind.). Vehicle/pavement interaction: Where the truck meets the road. Warrendale, PA: Society of Automotive Engineers, 1988.

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4

Rufolo, Anthony M. Effect of weight-mile tax on road damage in Oregon. Salem, OR: Oregon Dept. of Transportation, Research Group, 1999.

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5

Rufolo, Anthony M. Effect of weight-mile tax on road damage in Oregon. Salem, OR: Oregon Dept. of Transportation, Research Group, 1999.

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6

International Symposium on Heavy Vehicle Weights and Dimensions (4th 1995 Ann Arbor, Mich.). Road transport technology, 4: Proceedings of the Fourth International Symposium on Heavy Vehicle Weights and Dimensions. Ann Arbor, MI: The Institute, 1995.

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7

L, Carrasquillo R., ed. Production of high strength concrete. Park Ridge, N.J., U.S.A: Noyes Publications, 1986.

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8

Mrad, Nezih. Effects of wheel-load spatial repeatability on road damage: A literature review. McLean, VA: U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 1998.

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9

Mrad, Nezih. Effects of wheel-load spatial repeatability on road damage: A literature review. McLean, VA: U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 1998.

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10

Mrad, Nezih. Effects of wheel-load spatial repeatability on road damage: A literature review. McLean, VA: Federal Highway Administration, Turner-Fairbank Highway Research Center, 1998.

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11

Mrad, Nezih. Effects of wheel-load spatial repeatability on road damage: A literature review. McLean, VA: U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 1998.

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12

Blackman, D. I. Accelerated full-scale load testing of recycled heavy duty macadam roadbase material. Crowthorne, Berkshire: Transport Research Laboratory, 1996.

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13

Phillips, Wayne. Government loans: The road to real estate wealth. New York: Simon and Schuster, 1986.

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14

Singularity theory, rod theory, and symmetry-breaking loads. Berlin: Springer-Verlag, 1989.

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15

Pierce, John F. Singularity Theory, Rod Theory, and Symmetry-Breaking Loads. Berlin, Heidelberg: Springer Berlin Heidelberg, 1989. http://dx.doi.org/10.1007/bfb0093780.

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16

Kondo, Yusuke. Prediction methods of rough-road-load applied to vehicle body. Warrendale, Pa: Society of Automative Engineers, 1990.

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17

Mace, D. G. W. Dynamic road load measurements on a two-axle semi-trailer. Crowthorne,Berks: Transport and Road Research Laboratory, Vehicles Group, Vehicles and Environment Division, 1989.

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18

Mahoney, Joe P. The evaluation of frost related effects on pavements: A research summary report. [Olympia, WA] (Highway Transportation Bldg., Olympia 98504): Washington State Dept. of Transportation, Planning, Research and Public Transportation Division, 1985.

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19

Lary, Jo A. Evaluation of frost related effects on pavements. Olympia, WA (Highway Administration Bldg., Olympia 98504): Washington State Dept. of Transportation, Planning, Research and Public Transportation Division, 1985.

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20

Roberts, Freddy L. Effects of automobile tire loads on thin flexible pavements. College Station, Tex: Texas Transportation Institute, Texas A&M University System, 1987.

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21

Guaranty, United. The road to home ownership: A participant's manual. Greensboro, N.C: United Guaranty Services, 1995.

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22

Hill, Barry R. Streamflow and suspended-sediment loads before and during highway construction, North Halawa, Haiku, and Kamooalii drainage basins, Oahu, Hawaii, 1983-91. Honolulu, Hawaii: U.S. Dept. of the Interior, U.S. Geological Survey, 1996.

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23

Hill, Barry R. Streamflow and suspended-sediment loads before and during highway construction, North Halawa, Haiku, and Kamooalii drainage basins, Oahu, Hawaii, 1983-91. Honolulu, Hawaii: U.S. Dept. of the Interior, U.S. Geological Survey, 1996.

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24

Hill, Barry R. Streamflow and suspended-sediment loads before and during highway construction, North Halawa, Haiku, and Kamooalii drainage basins, Oahu, Hawaii, 1983-91. Honolulu, Hawaii: U.S. Dept. of the Interior, U.S. Geological Survey, 1996.

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25

Hill, Barry R. Streamflow and suspended-sediment loads before and during highway construction, North Halawa, Haiku, and Kamooalii drainage basins, Oahu, Hawaii, 1983-91. Honolulu, Hawaii: U.S. Dept. of the Interior, U.S. Geological Survey, 1996.

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26

Hill, Barry R. Streamflow and suspended-sediment loads before and during highway construction, North Halawa, Haiku, and Kamooalii drainage basins, Oahu, Hawaii, 1983-91. Honolulu, Hawaii: U.S. Dept. of the Interior, U.S. Geological Survey, 1996.

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27

Hill, Barry R. Streamflow and suspended-sediment loads before and during highway construction, North Halawa, Haiku, and Kamooalii drainage basins, Oahu, Hawaii, 1983-91. Honolulu, Hawaii: U.S. Dept. of the Interior, U.S. Geological Survey, 1996.

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28

Hill, Barry R. Streamflow and suspended-sediment loads before and during highway construction, North Halawa, Haiku, and Kamooalii drainage basins, Oahu, Hawaii, 1983-91. Honolulu, Hawaii: U.S. Dept. of the Interior, U.S. Geological Survey, 1996.

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29

Hill, Barry R. Streamflow and suspended-sediment loads before and during highway construction, North Halawa, Haiku, and Kamooalii drainage basins, Oahu, Hawaii, 1983-91. Honolulu, Hawaii: U.S. Dept. of the Interior, U.S. Geological Survey, 1996.

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30

Mitchell, C. G. B. The effect of the design of goods vehicle suspensions on loads on roads and bridges. Crowthorne, Berkshire: Vehicles and Environment Division, Vehicles Group, Transport and Road Research Laboratory, 1987.

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31

Mitchell, C. G. B. The effect of the design of goods vehicle suspensions on loads on roads and bridges. Crowthorne: Transport and Road Research Laboratory, 1987.

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32

Mitchell, C. G. B. The effect of the design of goods vehicle suspensions on loads on roads and bridges. Crowthorne, Berkshire: Vehicles and Environment Division, Vehicles Group, Transport and Road Research Laboratory, 1987.

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33

Mitchell, C. G. B. The effect of the design of goods vehicle suspensions on loads on roads and bridges. Crowthorne, Berks: Transport and Road Research Laboratory, Vehicles Group, Vehicle and Environment Division, 1987.

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34

Carpenter, David. The road to ruin: The lords of Ilkley Manor : the Middeltons of Stockeld, 1763-1947. Oxford: D. Carpenter, 1999.

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35

The great American housing bubble: The road to collapse. Santa Barbara, Calif: Praeger, 2011.

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36

Mahoney, Joe P. A research summary report--guidelines for spring highway use restrictions: Final report. Olympia, Wash: Washington State Dept. of Transportation, Planning, Research and Public Transportation Division, in cooperation with United States Dept. of Transportation, Federal Highway Administration, 1986.

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37

Wong, Michael F. Streamflow and suspended-sediment loads before, during, and after H-3 highway construction, North Halawa, Haiku, South Fork Kapunahala, and Kamooalii drainage basins, Oahu, Hawaii, 1983-99. Honolulu, Hawaii: U.S. Dept. of the Interior, U.S. Geological Survey, 2002.

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38

Wong, Michael F. Streamflow and suspended-sediment loads before, during, and after H-3 highway construction, North Halawa, Haiku, South Fork Kapunahala, and Kamooalii drainage basins, Oahu, Hawaii, 1983-99. Honolulu, Hawaii: U.S. Dept. of the Interior, U.S. Geological Survey, 2002.

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39

Wong, Michael F. Streamflow and suspended-sediment loads before, during, and after H-3 highway construction, North Halawa, Haiku, South Fork Kapunahala, and Kamooalii drainage basins, Oahu, Hawaii, 1983-99. Honolulu, Hawaii: U.S. Dept. of the Interior, U.S. Geological Survey, 2002.

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40

Wong, Michael F. Streamflow and suspended-sediment loads before, during, and after H-3 highway construction, North Halawa, Haiku, South Fork Kapunahala, and Kamooalii drainage basins, Oahu, Hawaii, 1983-99. Honolulu, Hawaii: U.S. Dept. of the Interior, U.S. Geological Survey, 2002.

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41

Wong, Michael F. Streamflow and suspended-sediment loads before, during, and after H-3 highway construction, North Halawa, Haiku, South Fork Kapunahala, and Kamooalii drainage basins, Oahu, Hawaii, 1983-99. Honolulu, Hawaii: U.S. Dept. of the Interior, U.S. Geological Survey, 2002.

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42

Wong, Michael F. Streamflow and suspended-sediment loads before, during, and after H-3 highway construction, North Halawa, Haiku, South Fork Kapunahala, and Kamooalii drainage basins, Oahu, Hawaii, 1983-99. Honolulu, Hawaii: U.S. Dept. of the Interior, U.S. Geological Survey, 2002.

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43

Wong, Michael F. Streamflow and suspended-sediment loads before, during, and after H-3 highway construction, North Halawa, Haiku, South Fork Kapunahala, and Kamooalii drainage basins, Oahu, Hawaii, 1983-99. Honolulu, Hawaii: U.S. Dept. of the Interior, U.S. Geological Survey, 2002.

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44

Wong, Michael F. Streamflow and suspended-sediment loads before, during, and after H-3 highway construction, North Halawa, Haiku, South Fork Kapunahala, and Kamooalii drainage basins, Oahu, Hawaii, 1983-99. Honolulu, Hawaii: U.S. Dept. of the Interior, U.S. Geological Survey, 2002.

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45

Vallejo Maldonado, Pablo Ramon, and Nikolay Chaynov. Kinematics and dynamics of automobile piston engines. ru: INFRA-M Academic Publishing LLC., 2019. http://dx.doi.org/10.12737/989072.

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The fundamentals of kinematics and dynamics of transport piston internal combustion engines made using different layout schemes are presented. Along with the traditional in-line, V-shaped, including oppositional, arrangement of cylinders, schemes with "staggered" arrangement of cylinders in the block at the displaced connecting rod necks of the crankshaft of the engine are considered. The kinematics of the coaxial crank mechanism is considered in detail. The questions of dynamics with reduction of calculated dependences of forces, moments, a choice of a rational order of work of cylinders in relation to the considered kinematic schemes are in detail stated. Considerable attention is paid to the unevenness of the crankshaft rotation speed and engine balancing. The loads on the main and connecting rod bearings of the crankshaft, the knowledge of which is necessary in determining the bearing capacity of bearing units, are also considered. Meets the requirements of the Federal state educational standards of higher education of the last generation. For students of higher educational institutions studying in the direction of training 23.03.03 "Operation of transport and technological machines and complexes" and related areas.
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46

Roberts, Freddy L. Establishing material properties for thin asphalt concrete surfaces on granular bases. College Station, Tex: The Institute, 1985.

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47

David, Cebon, Mitchell C. G. B, Queen's College (University of Cambridge), and University of Cambridge, eds. Heavy vehicles and roads: Technology, safety and policy : proceedings of the Third International Symposium on Heavy Vehicle Weights and Dimensions. London: T. Telford, 1992.

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48

Petersen, D. Lee. Recommended design specifications for live load distribution to buried structures. Washington, D.C: Transportation Research Board, 2010.

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49

K, Cable James. Field evaluation of alternative load transfer device locations in low-traffic volume pavements. Ames, Iowa: Dept. of Civil, Construction and Environmental Engineering, Iowa State University, 2003.

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50

Stoner, James W. The economic, operating, and infrastructure impacts of concentrated truck transport service and designated commercial highway networks. [Ames, Iowa]: Midwest Transportation Center, 1992.

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