Проектирование регулируемых пересечений. Левашев А.Г - 184 стр.

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183
75. Kimber, R. M. and E. M. Hollis. Peak Period Traffic Delay at Road Junctions
and Other Bottlenecks. // Traffic Engineering and Control, Vol. 19, No. 10, 1978, pp.
442-446.
76. Kimber, R. and E. Hollis. Traffic Queues and Delays at Road Junctions. //
TRRL Laboratory Report, 909, U.K. - 1979
77. Kockelman K.M. and Raheel A.S. Effect of vehicle type on the capacity of
signalized intersections. – The University of Texas at Austin, 1999. - 23 p.
http://www.ce.utexas.edu/prof/kockelman/public_html/ASCELDTShabih.pdf
78. Kunzman W. Another Look at Signalized Intersection Capacity. // ITE
Journal, 1978, v48,N8, p.12 – 15.
79. Lee C.E., Savur V.S. Analysis of Intersection Capacity and Level of Service
by simulation – Transportation Res. Rec., 1979, N 669, p. 34 – 41.
80. Lee J., Chen R.L. Entering headway of signalized intersections in small
metropolitan area. // Transp. Res. Rec., 1986, N 1091, p. 117 – 126.
81. Little J. D. C. Approximate Expected Delays for Several Maneuvers by
Driver in a Poisson Traffic. // Operations Research, 9, 1961, pp. 39-52.
82. Luttinen R. Tapio. Statistical Analysis of VEHICLE TIME HEADWAYS.//
Otaniemi, 1996, 189 p.
83. Maini P. Discharge Characteristics of Heterogeneous Traffic at Signalized
Intersections. Proceedings of the Fourth International Symposium on Highway
Capacity, Maui, Hawaii, June 27 – July 1, 2000, pp. 258-270. http://gulliver.trb.
org/publications/circulars/ec018/ ec018toc.pdf
84. May, A. D. and H. M. Keller. A Deterministic Queuing Model. //
Transportation Research, 1(2), 1967, pp. 117-128.
85. May Adolf D. Traffic flow fundamentals // Prentice Hall, Englewood Cliffs,
New Jersey, 1990, 464 p.
86. McNeil D. R. A Solution to the Fixed-Cycle Traffic Light Problem for
Compound Poisson Arrivals. // J. Appl. Prob. 5, 1968, pp. 624-635.
87. McSchane, W. and Roess R. Traffic engineering // Prentice Hall, Englewood
Cliffs, New Jersey, 1990, 660 p.
88. Messer C.J., Fambro D.M. Critical lane analysis for intersection design. //
Transp. Res. Rec., 1977, N644, p. 26 – 35.
89. Miller A. J. Settings for Fixed-Cycle Traffic Signals. – Operational Res.
Quart., 1963, v. 14, N 4. p. 373 – 386.
90. Miller A. J. Australian Road Capacity Guide -Provisional Introduction and
Signalized Intersections. // Australian Road Research Board Bulletin No.4,
Superseded by ARRB report ARR No. 123, 1981.
91. Miller A. J. The Capacity of Signalized Intersections in Australia. //
Australian Road Research Board, ARRB Bulletin No.3, 1968. 
                                        183
   75. Kimber, R. M. and E. M. Hollis. Peak Period Traffic Delay at Road Junctions
and Other Bottlenecks. // Traffic Engineering and Control, Vol. 19, No. 10, 1978, pp.
442-446.
   76. Kimber, R. and E. Hollis. Traffic Queues and Delays at Road Junctions. //
TRRL Laboratory Report, 909, U.K. - 1979
   77. Kockelman K.M. and Raheel A.S. Effect of vehicle type on the capacity of
signalized intersections. – The University of Texas at Austin, 1999. - 23 p.
http://www.ce.utexas.edu/prof/kockelman/public_html/ASCELDTShabih.pdf
   78. Kunzman W. Another Look at Signalized Intersection Capacity. // ITE
Journal, 1978, v48,N8, p.12 – 15.
   79. Lee C.E., Savur V.S. Analysis of Intersection Capacity and Level of Service
by simulation – Transportation Res. Rec., 1979, N 669, p. 34 – 41.
   80. Lee J., Chen R.L. Entering headway of signalized intersections in small
metropolitan area. // Transp. Res. Rec., 1986, N 1091, p. 117 – 126.
   81. Little J. D. C. Approximate Expected Delays for Several Maneuvers by
Driver in a Poisson Traffic. // Operations Research, 9, 1961, pp. 39-52.
   82. Luttinen R. Tapio. Statistical Analysis of VEHICLE TIME HEADWAYS.//
Otaniemi, 1996, 189 p.
   83. Maini P. Discharge Characteristics of Heterogeneous Traffic at Signalized
Intersections. Proceedings of the Fourth International Symposium on Highway
Capacity, Maui, Hawaii, June 27 – July 1, 2000, pp. 258-270. http://gulliver.trb.
org/publications/circulars/ec018/ ec018toc.pdf
   84. May, A. D. and H. M. Keller. A Deterministic Queuing Model. //
Transportation Research, 1(2), 1967, pp. 117-128.
   85. May Adolf D. Traffic flow fundamentals // Prentice Hall, Englewood Cliffs,
New Jersey, 1990, 464 p.
   86. McNeil D. R. A Solution to the Fixed-Cycle Traffic Light Problem for
Compound Poisson Arrivals. // J. Appl. Prob. 5, 1968, pp. 624-635.
   87. McSchane, W. and Roess R. Traffic engineering // Prentice Hall, Englewood
Cliffs, New Jersey, 1990, 660 p.
   88. Messer C.J., Fambro D.M. Critical lane analysis for intersection design. //
Transp. Res. Rec., 1977, N644, p. 26 – 35.
   89. Miller A. J. Settings for Fixed-Cycle Traffic Signals. – Operational Res.
Quart., 1963, v. 14, N 4. p. 373 – 386.
   90. Miller A. J. Australian Road Capacity Guide -Provisional Introduction and
Signalized Intersections. // Australian Road Research Board Bulletin No.4,
Superseded by ARRB report ARR No. 123, 1981.
   91. Miller A. J. The Capacity of Signalized Intersections in Australia. //
Australian Road Research Board, ARRB Bulletin No.3, 1968.

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