Instrumentation of a 50-ft (15.2-m) Deep Braced Excavation /
An extensive instrumentation program was carried out over a 6-month period on a 50-ft (15.2-m) deep braced cut in dense sand. The temporary bracing system consisted of interlocking steel sheet piles (Larssen type IIIN), wales, and struts from wide-flange steel sections. The soil consisted of fine, u...
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| Format: | Book |
| Language: | English |
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West Conshohocken, Pa. :
ASTM International,
1975
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