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Recent content by DarightQualityMan
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Grouted Tie-backs in Soil for a Sheet Pile Retaining Wall
We are installing tie-backs at 20 Degree angle. My question is, is taking grout cube samples and breaking them in compression required? The grout is in tension so why would it be necessary to check the compressive strength of the grout? Our contract has no tie-back specification in it. The...- DarightQualityMan
- Post #9
- Forum: Earth retention engineering
