A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Embankment settlement behaviour on deep peat
Settlement history of floated-fill embankment constructed on 25-ft-deep peat bog; fill was built to act as storage dike with specific crest elevation, 12 ft above initial surface of peat; cross section of embankment was designed on basis of in-situ vane shear tests to avoid shear failure of foundation; description of fill, and design and construction of embankment are given. Before 7th Muskeg Research Conference Apr 18-19 1961.
Embankment settlement behaviour on deep peat
Settlement history of floated-fill embankment constructed on 25-ft-deep peat bog; fill was built to act as storage dike with specific crest elevation, 12 ft above initial surface of peat; cross section of embankment was designed on basis of in-situ vane shear tests to avoid shear failure of foundation; description of fill, and design and construction of embankment are given. Before 7th Muskeg Research Conference Apr 18-19 1961.
Embankment settlement behaviour on deep peat
Canada. Nat Research Council -- Associate Committee Soil Snow Mechanics -- Tech Memo
Ripley, C.F. (author) / Leonoff, C.E. (author)
1961
20 pages
Report
English
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