254 ECONOMIC GEOLOGY
Similarly in the earthquake of 1923 motor cars at Yoko-
hama were tossed into the air and fell upside down, and houses
near the edge of a cliff were flung over it.
Fortunately the meizoseismic area of most earthquakes
is comparatively small. The main damage in districts
farther from the origin is due to the yielding of insecure
foundations, to the collapse of buildings of unsuitable design,
or to fire or earthquake wave.
Anti-earthquake building design has been based upon two
opposite principles. The first aims at keeping the structure
so light and elastic that it withstands shaking like a basket ;
the other plans a structure so firm and rigid that it is as
difficult to shake to pieces as a box. The basket system
was tried in Japan, but was unsatisfactory, as though the
building was safe, the play of the framework cracked the
plaster, overthrew light objects, and created terrifying noise
and dust. Extreme rigidity has been secured by interlocking
bricks and strong ties, which must be broad to prevent them
cutting the structures attached to them. Thus in 1880 a fire
destroyed part of Yokohama, and left the brickwork chimneys
as isolated stacks. They were uninjured by a subsequent
earthquake, when adjacent houses were destroyed by the
fall of the chimneys, which were cut through by the bands
that attached them to the floors.
C. Loose versus Firm Founparions—There has been
much discussion as to whether a loose or firm foundation
is the safer. A loose foundation may absorb the shock.
Milne found that the vibration caused by the fall of a weight
of 2000 1b. from a height of 35 feet on to soft ground was
barely perceptible 40 feet away, whereas the same blow on
hard clay produced a dislocation of about zisth of an inch
at 250 feet away. In the Tokyo Earthquake of 1923 of
buildings on hard soil only 6 per cent. collapsed, as against
10 per cent. of those on soft soil ; but on hard soil 88 per cent.
suffered some injury as against 81 per cent. on soft soil.
Many attempts have been made to protect buildings from
earthquakes by a free foundation. As Japanese light-
houses suffered from the scattering of oil from the lamps
during earthquakes Stevenson designed a lighthouse resting
on a platform of cannon balls, hoping that their movement
might absorb the vibration. The lighthouse was freed from