1 edition of suggested classification of Muskeg for the engineer found in the catalog.
suggested classification of Muskeg for the engineer
Norman W. Radforth
1952 by National Research Council of Canada, Associate Committee on Soil and Snow Mechanics in Ottawa .
Written in English
Bibliography: p. 28.
|Statement||by N.W. Radforth.|
|Series||Technical memorandum - National Research Council of Canada, Associate Committee on Soil and Snow Mechanics -- no. 24|
|LC Classifications||TA705 R32|
|The Physical Object|
|Pagination||i, 28 leaves,  leaves of plates :|
|Number of Pages||28|
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He warns the engineering geologists against a merely mechanical approach and emphasizes that an engineer needs to understand geology as well. Suggested classification of Muskeg for the. A 'read' is counted each time someone views a publication summary (such as the title, abstract, and list of authors), clicks on a figure, or views or downloads the full-text.
This banner text can have markup. web; books; video; audio; software; images; Toggle navigation. Bridge Suggested classification of Muskeg for the engineer book Handbook SECOND EDITION.
substructure design Edited by. Wai-Fah Chen and Lian Duan. Boca Raton London New York. CRC Press is. While some may be biased against one or the other, a reasonable geotechnical engineer ÂŠ Springer India J.
Ameratunga et al., Correlations of Soil and Rock Properties in Geotechnical. U.S. Department of Transportation Federal Highway Administration New Jersey Avenue, SE Washington, DC Burwash, A.
and Wiesner, W. (), Classification of peats for geotechnical engineering purposes, Proceedings of the 3rd International Specialty Conference on Cold Regions Engineering, 2, pp.
–Cited by: Learning, knowledge, research, insight: welcome to the world of UBC Library, the second-largest academic research library in by: Mass stabilization is a ground improvement method, where hardened soil mass is created by adding binder into soil and by controlled in situ mixing.
Mass stabilization poses an alternative solution for conventional mass replacement or other techniques, which leave peat in place.