REPP logo banner adsolstice ad
site map
Google Search REPP WWW register comment
home
repp
energy and environment
discussion groups
calendar
gem
about us
employment
 
REPP-CREST
1612 K Street, NW
Suite 202
Washington, DC 20006
contact us
discussion groups
efficiencyefficiency hydrogenhydrogen solarsolar windwind geothermalgeothermal bioenergybioenergy hydrohydro policypolicy
Strawbale Archive for October 2001
236 messages, last added Tue Nov 26 17:42:19 2002

[Date Index][Thread Index]

SB: Re: Re: Re: Question about strawbale house on stilts






> Just thought I'd point out that standard practice (assuming the in place
> soil is fairly dense / compact) is to also excavate the "cut" section, so
> that there is not a "hard" line between fill soils that will settle, and
cut
> areas that will not.
>
> -Guy-

Hi Guy- Assuming you meant "excavate the "fill" section", that is news to
me, but I'm not an excavation guy :-).   I have run a gas powered tamper
over fill sections on commercial jobs (something like a Yellow Submarine-
inspired single foot, with ferocious stomping power), and if you do that as
the engineer specs (4" lifts, or 6" or  8" or whatever), with a bit of
water, I find it
hard to believe there will be any noticeable settling.

Cheers from the Wasatch- Bill



-------------------------------------------------------------------------
To unsubscribe from the list, send a message to:
   <strawbale-unsubscribe@crest.org>

or for the digest to:
   <strawbale-digest-unsubscribe@crest.org>

Please send any list administration questions to
strawbale-owner@crest.org