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Earthquakes in the Canberra Region - Geoscience Australia

Earthquakes in the Canberra Region - Geoscience Australia

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<strong>Earthquakes</strong> <strong>in</strong> <strong>the</strong> <strong>Canberra</strong> <strong>Region</strong>Decayed wooden piles break. Frame houses not secured to <strong>the</strong> foundation may move.Cracks appear on steep slopes and <strong>in</strong> wet ground. Landslips <strong>in</strong> roadside cutt<strong>in</strong>gs andunsupported excavations. Some tree branches may be broken off.MM IX General panic. Masonry D destroyed. Masonry C heavily damaged, sometimescollaps<strong>in</strong>g completely. Masonry B seriously damaged. Frame structures racked anddistorted. Damage to foundations general. Frame houses not secured to <strong>the</strong> foundationsshift off. Brick veneers fall and expose frames. Crack<strong>in</strong>g of <strong>the</strong> ground conspicuous.M<strong>in</strong>or damage to paths and roadways. Sand and mud ejected <strong>in</strong> alluviated areas, with <strong>the</strong>formation of earthquake founta<strong>in</strong>s and sand craters. Underground pipes broken. Seriousdamage to reservoirs.MM X Most masonry structures destroyed, toge<strong>the</strong>r with <strong>the</strong>ir foundations. Some wellbuiltwooden build<strong>in</strong>gs and bridges seriously damaged. Dams, dykes, and embankmentsseriously damaged. Railway l<strong>in</strong>es slightly bent. Cement and asphalt roads and pavementsbadly cracked or thrown <strong>in</strong>to waves. Large landslides on river banks and steep coasts.Sand and mud on beaches and flat land moved horizontally. Large and spectacular sandand mud founta<strong>in</strong>s. Water from rivers, lakes, and canals thrown up on <strong>the</strong> banks.MM XI Wooden frame structures destroyed. Great damage to railway l<strong>in</strong>es. Greatdamage to underground pipes.MM XII Damage virtually total. Practically all works of construction destroyed orgreatly damaged. Large rock masses displaced. L<strong>in</strong>es of slight and level distorted.Visible wave-motion of <strong>the</strong> ground surface reported. Objects thrown upwards <strong>in</strong>to <strong>the</strong> air.Categories of non-wooden constructionMasonry A Structures designed to resist lateral forces of about 0.1g, such as thosesatisfy<strong>in</strong>g <strong>the</strong> New Zealand Model Build<strong>in</strong>g By-law, 1955. Typical build<strong>in</strong>gs of this k<strong>in</strong>dare well re<strong>in</strong>forced by means of steel or ferro-concrete bands, or are wholly of ferroconcreteconstruction. All mortar is of good quality and <strong>the</strong> design and workmanship aregood. Few build<strong>in</strong>gs erected prior to 1935 can be regarded as Masonry A.Masonry B Re<strong>in</strong>forced build<strong>in</strong>gs of good workmanship and with sound mortar, but notdesigned <strong>in</strong> detail to resist lateral forces.Masonry C Build<strong>in</strong>gs of ord<strong>in</strong>ary workmanship, with mortar of average quality. Noextreme weakness, such as <strong>in</strong>adequate bond<strong>in</strong>g of <strong>the</strong> corners, but nei<strong>the</strong>r designed norre<strong>in</strong>forced to resist lateral forces.Masonry D Build<strong>in</strong>gs with low standards of workmanship, poor mortar, or constructed ofweak materials like mud brick and rammed earth. Weak horizontally.30

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