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RETAINING WALL DESIGN (Civil Engineering) Downloads: 508 Rating: stars/0.gifTotal Votes:0 (2 viewing) (2) Guests
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TOPIC: RETAINING WALL DESIGN (Civil Engineering) Downloads: 508 Rating: stars/0.gifTotal Votes:0
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seattle321 (User)
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graphgraph
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RETAINING WALL DESIGN (Civil Engineering) Downloads: 508 Rating: stars/0.gifTotal Votes:0 5 Years ago Karma: 1  
In the above excel spread sheet the following's needs to be added:

1. The deferential in soil levels on both sides of the retaining wall must be controllable . At the moment only Y6 soil level can be reduced or increased, however, please add another key to control soil level on the other side of the wall.

2. No Load impact (Point load in KN)is found in this spreadsheet as a result of a vehicle hit (projected load)magnitude in KN , above grade level by 400 mm, the projected load is against the wall should be add.


Thanks

wahab
 
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Last Edit: 2014/02/06 10:37 By seattle321.
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