Compressive Strength Results: Difference between revisions
Jump to navigation
Jump to search
No edit summary |
No edit summary |
||
(One intermediate revision by the same user not shown) | |||
Line 3: | Line 3: | ||
[http://adobemachine.com/soils.htm This source] states that CEBs have been tested at 700 psi right after production. | [http://adobemachine.com/soils.htm This source] states that CEBs have been tested at 700 psi right after production. | ||
Here are some data points for soils from Factor e Farm: | Here are some data points for soils from Factor e Farm - 700+ on unstabilized and 1200 on stabilized reject limestone bricks: | ||
http://blog.opensourceecology.org/2010/06/ceb-compressive-strength-test-results/ | |||
[[Category:CEB]] | [[Category:CEB]] |
Latest revision as of 18:06, 11 October 2013
According to Compressed Earth Blocks - Volume II. Manual of design and construction (GTZ, 1995, 148 p.), the wet compressive stregth of CEB blocks is between 1-4 MPa, or about 150-600 psi.
This source states that CEBs have been tested at 700 psi right after production.
Here are some data points for soils from Factor e Farm - 700+ on unstabilized and 1200 on stabilized reject limestone bricks:
http://blog.opensourceecology.org/2010/06/ceb-compressive-strength-test-results/