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 building15. 31 15.3015.32Galvanized sheet metal
Wind barrier
Thermal insulation 100 mm
Vapour barrierPost 5"Wooden
reinforcementNatural groundReinforcement (coligüe)
Footing (poor concrete)StonesCompacted earthCoarse gravelFine gravelSandDamp-proofingFloor tiles
Damp-proofingRammed earthVertical reinforcement
(coligüe) Ø 3", d = 60 cm
Ring beam Ø 5"Pine e = 2"Lightweight loamOSB e = 9 mmBeam, pineOSB e = 9 mmScaleStone