CEB Press: Difference between revisions

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==Social Enterprise Reviews==
#[http://blog.p2pfoundation.net/marcin-jakubowskis-open-farm-the-most-important-social-experiment-in-the-world/2008/01/22 Review of the social enterprise experiment by P2P Foundation]
#[http://groups.google.com/group/CooperationCommons/msg/8a8fb3953cce3588  Review by Samuel Rose of Social Synergy]
#[http://blog.p2pfoundation.net/steve-bosserman-on-economic-sustainability-in-a-world-of-open-design/2008/02/19 P2P Foundation review of the economic model]


=Further Resources=
=Further Resources=

Revision as of 01:23, 26 February 2011


This page is going to be turned into a redirect to CEB Press Intro, but first we need to strip out the useful info and put it where it's needed. Everything should end up in one of the following: CEB Press Intro, CEB Press Development, CEB Press Bill of Materials, CEB Press Build Instructions, CEB Press user's manual




Further Resources

  • AECT - CEB press fabricator - [pages.sbcglobal.net/fwehman/]
  • Powell and Sons - CEB press fabricator - [1]
  • Gernot Minke - one of the world's leaders in earth construction - see [2] for thorough overview, including detailed soil testing procedures.
  • Galvanized wire reinforced, earthquake resistant earth construction techniques publication - [3]
  • Ronald Rael is an Architect, Author and Assistant Professor of Architecture at The University of California, Berkeley. He is the founder of EarthArchitecture.org, a clearing house of information on the subject. May be interested in our work.
  • Compressed Earth Block Guide - [4]
  • CEB, Manual of Production - [5]
    • GTZ download, Volume I - [6]
    • Volume II - [7]
  • Other information - [8] , [9]

How about through-tie with rebar? We are considering this for double brick thickness walls. We could use technical help on this.

  • Rebar can get very expensive in the developing world. The galvinized wire reinforcing is much lighter, (aka a shipping container from these guys as an examle - [10] , **probably could provide better resistance to earthquake, simular pricing to rebar per pound, and probably 5 times the support per pound of material) as well as not needing double thickness which cuts down on labor.