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Peace River highway bridge -- Failure in soft shales
Experience, particularly in regard to slope stability in highway construction and bridge approaches, with clay shales occurring in northern Alberta, northeastern British Columbia, and western part of Yukon Territory in Canada; failure of Peace River highway bridge at Taylor, BC, and stability of slopes in soft shales formed by heavy overconsolidation of alluvially deposited clays under weight of glaciers is dealt with.
Peace River highway bridge -- Failure in soft shales
Experience, particularly in regard to slope stability in highway construction and bridge approaches, with clay shales occurring in northern Alberta, northeastern British Columbia, and western part of Yukon Territory in Canada; failure of Peace River highway bridge at Taylor, BC, and stability of slopes in soft shales formed by heavy overconsolidation of alluvially deposited clays under weight of glaciers is dealt with.
Peace River highway bridge -- Failure in soft shales
Nat Research Council -- Highway Research Board -- Research Rec
Hardy, R.M. (author)
1963
11 pages
Article (Journal)
English
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