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    Long‐Term Tieback Monitoring at Harvard Square 

    Source: Journal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 003
    Author(s): William H. Hansmire; Robert P. Rawnsley
    Publisher: American Society of Civil Engineers
    Abstract: Tiebacks are used extensively for temporary lateral support for exterior walls of the new underground Harvard Square transit station in Cambridge, Massachusetts. Although not required for permanent conditions, some tiebacks ...
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    Prediction and Performance of Deep Excavations for Courthouse Station, Boston 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2015:;Volume ( 141 ):;issue: 004
    Author(s): Andrew J. Whittle; Gonzalo Corral; Lucy C. Jen; Robert P. Rawnsley
    Publisher: American Society of Civil Engineers
    Abstract: Construction of the Silverline Courthouse Station in South Boston involved 18-m-deep excavations at a site underlain by more than 24 m of normally and lightly overconsolidated Boston blue clay (BBC). The excavations were ...
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    Field Performance of Structural Slurry Wall 

    Source: Journal of Geotechnical Engineering:;1989:;Volume ( 115 ):;issue: 002
    Author(s): William H. Hansmire; Henry A. Russell; Robert P. Rawnsley; Eldon L. Abbott
    Publisher: American Society of Civil Engineers
    Abstract: Geotechnical instrumentation for both routine monitoring and research was conducted during construction of the new Harvard Square Station, part of expansion of a rapid transit line in metropolitan Boston. The cut‐and‐cover ...
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