1 kg alum, 1 kg clayey soil and about
40 litres of water.
In 1998 the BRL developed another rein-
forced rammed earth wall system that was
utilised for a low-cost housing project built
in cooperation with the University of Santia-
go de Chile in Alhué, Chile, in 2001 (see
15.30and 15. 31). Here too, the idea was to
separate the roof from the wall system and
to use U-shape and L-shape elements,
which stabilise themselves by their shape.
To obtain additional stability, they were rein-
forced by vertical rods of coligüe (similar to
bamboo), 3 to 5 cm in diameter. Wall ele-
ments were also always separated by light,
flexible elements, or by doors and windows.
The lower parts of the windows and the
parts above the doors were not built with
solid elements, but of light timber. The
gables were built in lightweight straw-loam
stabilised by wooden elements, similar to
the wattle-and-daub system.
143 Earthquake-resistant building
15. 31 15.30
15.32
Galvanized sheet metal
Wind barrier
Thermal insulation 100 mm
Vapour barrier
Post 5"
Wooden
reinforcement
Natural ground
Reinforcement (coligüe)
Footing (poor concrete)
Stones
Compacted earth
Coarse gravel
Fine gravel
Sand
Damp-proofing
Floor tiles
Damp-proofing
Rammed earth
Vertical reinforcement
(coligüe) Ø 3", d = 60 cm
Ring beam Ø 5"
Pine e = 2"
Lightweight loam
OSB e = 9 mm
Beam, pine
OSB e = 9 mm
Scale
Stone