Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Old method with new twist solves bank shoring problem
Problems in foundation wall for 21-story office building in Phoenix, Ariz, were solved by alternating hand-dug pits, 3 ft wide and 6 ft long, with undug sections for support; after reinforced concrete wall sections were placed and braced against concrete footings, alternate sections were completed; soil pressure was estimated using Terzaghi and Peck trapezoidal formula and coefficient for dry sand.
Old method with new twist solves bank shoring problem
Problems in foundation wall for 21-story office building in Phoenix, Ariz, were solved by alternating hand-dug pits, 3 ft wide and 6 ft long, with undug sections for support; after reinforced concrete wall sections were placed and braced against concrete footings, alternate sections were completed; soil pressure was estimated using Terzaghi and Peck trapezoidal formula and coefficient for dry sand.
Old method with new twist solves bank shoring problem
Civ Eng (NY)
Gould, H.R. (Autor:in)
1964
3 pages
Aufsatz (Zeitschrift)
Englisch
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Novel construction solves shoring of Steep Sandhill
| Engineering Index Backfile | 1930
| Springer Verlag | 2022
| Engineering Index Backfile | 1935
Online Contents | 1998