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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. (author)
1964
3 pages
Article (Journal)
English
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Novel construction solves shoring of Steep Sandhill
| Engineering Index Backfile | 1930
| Engineering Index Backfile | 1935
Online Contents | 1998
| Springer Verlag | 2022