A platform for research: civil engineering, architecture and urbanism
Comparison of laboratory results with insitu properties of Leda clay
Test results on Leda clay from 11 locations at Ottawa show that undrained strength and preconsolidation pressure increase with decreasing elevation in general accordance with classical theory; in those locations where substantial geological unloading has occurred strength has been maintained, revealing importance of true cohesion as component of shear strength; this field evidence is particularly useful in assessing and interpreting laboratory shear tests on this soil.
Comparison of laboratory results with insitu properties of Leda clay
Test results on Leda clay from 11 locations at Ottawa show that undrained strength and preconsolidation pressure increase with decreasing elevation in general accordance with classical theory; in those locations where substantial geological unloading has occurred strength has been maintained, revealing importance of true cohesion as component of shear strength; this field evidence is particularly useful in assessing and interpreting laboratory shear tests on this soil.
Comparison of laboratory results with insitu properties of Leda clay
Canada. Nat Research Council -- Associate Committee Geotechnical Research -- Tech Memo
Crawford, C.B. (author) / Eden, W.J. (author)
1965
5 pages
Report
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Dilatometer tests in a Leda clay crust
British Library Conference Proceedings | 1998
|Calibration of neutron moisture meter in Leda clay
Engineering Index Backfile | 1964
|Modulus of elasticity of Leda clay from field measurements
Engineering Index Backfile | 1963
|Mineralogy of a leda/champlain clay from gloucester (Ottawa, Ontario)
Elsevier | 1978
|Das Leda-Sperrwerk in Ostfriesland
HENRY – Federal Waterways Engineering and Research Institute (BAW) | 1966
|