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S. failures of the arch ring. Conventional reinforced concrete mass foundations should be used if possible; the alternative use of piled foundations will increase rhe construction

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S. failures of the arch ring. Conventional reinforced concrete mass foundations should be used if possible; the alternative use of piled foundations will increase rhe construction

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Page 1: S. failures of the arch ring. Conventional reinforced concrete mass foundations should be used if possible; the alternative use of piled foundations will increase rhe construction

Page 2: S. failures of the arch ring. Conventional reinforced concrete mass foundations should be used if possible; the alternative use of piled foundations will increase rhe construction

Page 3: S. failures of the arch ring. Conventional reinforced concrete mass foundations should be used if possible; the alternative use of piled foundations will increase rhe construction

Page 4: S. failures of the arch ring. Conventional reinforced concrete mass foundations should be used if possible; the alternative use of piled foundations will increase rhe construction

Page 5: S. failures of the arch ring. Conventional reinforced concrete mass foundations should be used if possible; the alternative use of piled foundations will increase rhe construction

Page 6: S. failures of the arch ring. Conventional reinforced concrete mass foundations should be used if possible; the alternative use of piled foundations will increase rhe construction

Page 7: S. failures of the arch ring. Conventional reinforced concrete mass foundations should be used if possible; the alternative use of piled foundations will increase rhe construction

Page 8: S. failures of the arch ring. Conventional reinforced concrete mass foundations should be used if possible; the alternative use of piled foundations will increase rhe construction

Page 9: S. failures of the arch ring. Conventional reinforced concrete mass foundations should be used if possible; the alternative use of piled foundations will increase rhe construction

Page 10: S. failures of the arch ring. Conventional reinforced concrete mass foundations should be used if possible; the alternative use of piled foundations will increase rhe construction

Page 11: S. failures of the arch ring. Conventional reinforced concrete mass foundations should be used if possible; the alternative use of piled foundations will increase rhe construction

Page 12: S. failures of the arch ring. Conventional reinforced concrete mass foundations should be used if possible; the alternative use of piled foundations will increase rhe construction

Page 13: S. failures of the arch ring. Conventional reinforced concrete mass foundations should be used if possible; the alternative use of piled foundations will increase rhe construction

Page 14: S. failures of the arch ring. Conventional reinforced concrete mass foundations should be used if possible; the alternative use of piled foundations will increase rhe construction

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