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A platform for research: civil engineering, architecture and urbanism
Watertight lining of shaft in unstable ground
Author considers conditions and stresses which may arise, and circumstances under which they may cause failure of tubbing; proposes single ring of tubbing surrounded by specially constructed sheath of reinforced concrete; discusses security of proposed construction as regards resistance to lat-eral and concentric pressure, and illustrates new types of telescopic joints between lengths of compound tub-bing. (Abstract translated from Glueckauf, Feb. 11 and 18, 1928, pp. 169 and 205.)
Watertight lining of shaft in unstable ground
Author considers conditions and stresses which may arise, and circumstances under which they may cause failure of tubbing; proposes single ring of tubbing surrounded by specially constructed sheath of reinforced concrete; discusses security of proposed construction as regards resistance to lat-eral and concentric pressure, and illustrates new types of telescopic joints between lengths of compound tub-bing. (Abstract translated from Glueckauf, Feb. 11 and 18, 1928, pp. 169 and 205.)
Watertight lining of shaft in unstable ground
Colliery Eng
Mueller, H. (author)
1928
Article (Journal)
English
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