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Observation on tied-back soldier-pile and timber-lagging wall
Loads developed in several of inclined multi-strand tie-back anchor cables were measured; it was found that assumed trapezoidal earth-pressure distribution based on at-rest conditions, developed; loads Canada on timber sheeting members were much smaller than were assumed in design, being less than for active braced-load conditions; performance of separate components of wall system were observed during construction; it was observed that load transferred to soldier piles as excavation proceeded and inclined cables were loaded.
Observation on tied-back soldier-pile and timber-lagging wall
Loads developed in several of inclined multi-strand tie-back anchor cables were measured; it was found that assumed trapezoidal earth-pressure distribution based on at-rest conditions, developed; loads Canada on timber sheeting members were much smaller than were assumed in design, being less than for active braced-load conditions; performance of separate components of wall system were observed during construction; it was observed that load transferred to soldier piles as excavation proceeded and inclined cables were loaded.
Observation on tied-back soldier-pile and timber-lagging wall
Ontario Hydro Research Quarterly
Hanna, T.H. (author) / Seeton, J.E. (author)
1967
7 pages
Article (Journal)
English
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