BridgeEI
Structural
- Jan 11, 2010
- 224
I am looking for some references regarding the design of manholes that are constructed of brick and mortar. I have a reviewer who is asking for documentation that an opening which has been plugged with brick and mortar is capable of handling the lateral force from the earth pressure.
I’ve tried some simple calculations and I can’t get it to check, but this is common practice when you build a storm sewer.
There are city/DOT standards which construct brick manholes over 12feet deep and they don’t have any issue. I’m trying to find a simple means to prove to the reviewer that this isn’t an issue.
I’ve tried some simple calculations and I can’t get it to check, but this is common practice when you build a storm sewer.
There are city/DOT standards which construct brick manholes over 12feet deep and they don’t have any issue. I’m trying to find a simple means to prove to the reviewer that this isn’t an issue.