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This paper presents the results of a monitoring program in two tieback walls. Both walls were constructed to preserve the foundation of a highway bridge, to stabilize a slope and to protect an adjacent railroad. Slope deformations and wall deformations were summarized and correlated with construction activities. The construction of both walls involved backfilling and excavation activities. The walls exhibited maximum normalized lateral deformation less than average values reported in the literature. Bulging-type deformation was observed between the ground anchors. The monitoring results showed a beneficial effect of the installation of the soldier piles in a shale layer.
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