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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)
Publisher: American Society of Civil Engineers
Internally Braced Cuts in Overconsolidated Soils
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 ...
Tieback Supported Cuts in Overconsolidated Soils
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 ...
Closure to “<i>Internally Braced Cuts in Overconsolidated Soils</i>” by Edward J. Ulrich Jr. (April, 1989, Vol. 115, No. 4)
Publisher: American Society of Civil Engineers
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