dc.contributor.author |
Taignidis, I |
en |
dc.contributor.author |
Kanellaidis, G |
en |
dc.date.accessioned |
2014-03-01T01:17:01Z |
|
dc.date.available |
2014-03-01T01:17:01Z |
|
dc.date.issued |
2001 |
en |
dc.identifier.issn |
0733-947X |
en |
dc.identifier.uri |
https://dspace.lib.ntua.gr/xmlui/handle/123456789/14328 |
|
dc.subject.classification |
Engineering, Civil |
en |
dc.subject.classification |
Transportation Science & Technology |
en |
dc.subject.other |
Braking |
en |
dc.subject.other |
Highway engineering |
en |
dc.subject.other |
Highway planning |
en |
dc.subject.other |
Stopping sight distance |
en |
dc.subject.other |
Vertical curvature |
en |
dc.subject.other |
Curves (road) |
en |
dc.subject.other |
curvature |
en |
dc.title |
Required stopping sight distance on crest vertical curves |
en |
heal.type |
journalArticle |
en |
heal.identifier.primary |
10.1061/(ASCE)0733-947X(2001)127:4(275) |
en |
heal.identifier.secondary |
http://dx.doi.org/10.1061/(ASCE)0733-947X(2001)127:4(275) |
en |
heal.language |
English |
en |
heal.publicationDate |
2001 |
en |
heal.abstract |
Required stopping sight distance (SSD), used to calculate the minimum rate of vertical curvature or the minimum length of a crest vertical curve (CVC), is usually calculated on the assumption that the grade of the braking section is zero (G = 0). This assumption is not the worst case and may lead to the selection of a CVC on which there is a segment with SSD restriction. On each CVC there are braking sections on one or both directions of travel, on which average grade is negative (G < 0). In the present paper a method for calculating required SSD, partly or wholly on a CVC, is developed, using the average grade over the braking distance. In addition, a computer program is compiled for calculating the value of the required SSD for all driver positions before or on a CVC. An SSD profile is drawn and it is proven that, for a significant length of the CVC, the required SSD is greater than the value used for calculating the minimum value of the rate of vertical curvature. |
en |
heal.publisher |
ASCE-AMER SOC CIVIL ENGINEERS |
en |
heal.journalName |
Journal of Transportation Engineering |
en |
dc.identifier.doi |
10.1061/(ASCE)0733-947X(2001)127:4(275) |
en |
dc.identifier.isi |
ISI:000169301000002 |
en |
dc.identifier.volume |
127 |
en |
dc.identifier.issue |
4 |
en |
dc.identifier.spage |
275 |
en |
dc.identifier.epage |
282 |
en |