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    Closure to “<i>Tieback Supported Cuts in Overconsolidated Soils</i>” by Edward J. Ulrich Jr. (April, 1989, Vol. 115, No. 4) 

    Source: Journal of Geotechnical Engineering:;1991:;Volume ( 117 ):;issue: 005
    Author(s): Edward J. Ulrich, Jr.
    Publisher: American Society of Civil Engineers
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    Internally Braced Cuts in Overconsolidated Soils 

    Source: Journal of Geotechnical Engineering:;1989:;Volume ( 115 ):;issue: 004
    Author(s): Edward J. Ulrich, Jr.
    Publisher: American Society of Civil Engineers
    Abstract: The performance of five internally braced cuts is reviewed. The excavations are made in overconsolidated Gulf Coast soils in Texas and Louisiana. Excavation depths range from 23 to 60 ft (7.0 to 18.3 m); the braces are ...
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    Tieback Supported Cuts in Overconsolidated Soils 

    Source: Journal of Geotechnical Engineering:;1989:;Volume ( 115 ):;issue: 004
    Author(s): Edward J. Ulrich, Jr.
    Publisher: American Society of Civil Engineers
    Abstract: The performance of 11 tieback‐supported cuts is reviewed. The excavations were made in overconsolidated Gulf Coast soils in Texas. Excavation depths ranged from 27 to 64 ft (8.2 to 19.5 m). The measured performance ...
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    Closure to “<i>Internally Braced Cuts in Overconsolidated Soils</i>” by Edward J. Ulrich Jr. (April, 1989, Vol. 115, No. 4) 

    Source: Journal of Geotechnical Engineering:;1991:;Volume ( 117 ):;issue: 005
    Author(s): Edward J. Ulrich, Jr.
    Publisher: American Society of Civil Engineers
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