augustus50
Geotechnical
- Jul 31, 2008
- 4
We are apparent low bidder for a temporary shotcrete/soil nail wall that is being used to provide shoring/room for a permanent mse wall. The owner / gc are looking for a value engineering proposal to replace the temporary shoring/mse wall with a permanent shotcrete/soil nail wall with a decorative or other type of acceptable finish for the shotcrete.
Does anyone have experience with this??
By the way, on my other thread regarding bent bars, we performed load tests on # 6 bars with a 24 inch bend- covered both sides with typical mesh and 2 inch shotcrete. The tests, in which we made sure all load went to the shotcrete face, reached the ultimate capacity of the bars.
Does anyone have experience with this??
By the way, on my other thread regarding bent bars, we performed load tests on # 6 bars with a 24 inch bend- covered both sides with typical mesh and 2 inch shotcrete. The tests, in which we made sure all load went to the shotcrete face, reached the ultimate capacity of the bars.