A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Comparison of accuracy in cross-sections determined photogrammetrically and by ground measurements
Comparative results obtained from precise field cross-sections, unadjusted photogrammetric cross-sections as taken with Benson-Lehner terrain data translator on Kelsh plotter, and adjusted photogrammetric cross-sections; results support conclusion of L.L.Funk that adjustment of photogrammetric surveys by accurate field profile reduces large localized errors in earthwork quantities.
Comparison of accuracy in cross-sections determined photogrammetrically and by ground measurements
Comparative results obtained from precise field cross-sections, unadjusted photogrammetric cross-sections as taken with Benson-Lehner terrain data translator on Kelsh plotter, and adjusted photogrammetric cross-sections; results support conclusion of L.L.Funk that adjustment of photogrammetric surveys by accurate field profile reduces large localized errors in earthwork quantities.
Comparison of accuracy in cross-sections determined photogrammetrically and by ground measurements
Nat Research Council -- Highway Research Board -- Bul
Olinger, D.J. (author)
1961
2 pages
Report
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Photogrammetrically Measured Deformations of FRP Wrapped Low Strength Concrete
| British Library Conference Proceedings | 2003
Analysis of photogrammetrically-derived digital surface and terrain models for building recognition
| BASE | 1997