Design considerations for combined highway alignments

被引:35
作者
Hassan, Y
Easa, SM
ElHalim, AOA
机构
[1] Dept. of Civ. Engrg., Lakehead Univ., Thunder Bay
[2] Dept. of Civ. Engrg., Lakehead Univ., Thunder Bay
[3] Dept. of Civ. and Environ. Engrg., Carleton Univ., Ottawa
来源
JOURNAL OF TRANSPORTATION ENGINEERING-ASCE | 1997年 / 123卷 / 01期
关键词
D O I
10.1061/(ASCE)0733-947X(1997)123:1(60)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
According to current highway design standards, horizontal and vertical alignments are treated separately in two-dimensional (2D) projections. In this paper, a model developed by the writers is used to study the effects of considering three-dimensional (3D) alignment on design requirements for sight distance. First, the paper examines the required minimum radius of a horizontal curve combined with a crest or sag vertical curve in a cut section. Also, the required minimum length of a crest vertical curve combined with a horizontal curve in a hh section is studied. The results show that the 3D design requirements may differ significantly from those in separate 2D projections. Depending on the vertical alignment and on the cut side-slope, 2D design may underestimate or overestimate the required radius. In fill sections, the 2D alignment overestimates the required length of the crest vertical curve when combined with long horizontal curves. In summary, the 2D alignment can compromise both safety and economics of highways. As a result, it is concluded that 3D-based design standards should be developed and used in highway geometric design.
引用
收藏
页码:60 / 68
页数:9
相关论文
共 15 条
[1]  
*AM ASS STAT HWY T, 1994, POL GEOM DES HIGHW S
[2]   Sight distance evaluation on complex highway vertical alignments [J].
Easa, SM ;
ElHalim, AOA ;
Hassan, Y .
CANADIAN JOURNAL OF CIVIL ENGINEERING, 1996, 23 (03) :577-586
[3]  
EASA SM, 1994, TRANSPORT RES REC, V1445, P1
[4]  
GEISSLER EH, 1968, HWY RES REC, V232, P17
[5]  
Hassan Y., 1996, TRANSPORT RES REC, V1523, P1, DOI DOI 10.3141/1523-01
[6]  
HASSAN Y, 1995, P ANN C CAN SOC CIV, V4, P205
[7]  
HASSAN Y, 1995, LUTRCRR951 LAK U TRA
[8]  
Hassan Y., 1995, TRANSPORT RES REC, V1500, P31
[9]  
HASSAN Y, 1996, P 1 TRANSP SPEC C, P411
[10]  
KRAMMES RA, 1995, S HWY GEOM DES PRACT