A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
General principles of highway transition curve design
Modified theory, called "lateral force theory," is outlined; experimental evidence is produced to show that length of transition curve is of no great importance; proposal is made that it should be made fixed proportion of total length of curve; simplified equations for solution of compound curve based on radius of arc as parameter.
General principles of highway transition curve design
Modified theory, called "lateral force theory," is outlined; experimental evidence is produced to show that length of transition curve is of no great importance; proposal is made that it should be made fixed proportion of total length of curve; simplified equations for solution of compound curve based on radius of arc as parameter.
General principles of highway transition curve design
Am Soc Civ Engrs -- Proc
Leeming, J.J. (author)
1947
13 pages
Table of spiral functions
Article (Journal)
English
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