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The calculation of circular pressure shaft profiles in the case of non-rigid yielding soil
Derivation of formulas. Construction of pressure shafts heretofore was based on false assumption that soil is a rigid and unyielding formation. (See also - no. 15 Apr. 15 1921 pp. 101-102, no. 24-25 June 24 and July 8, pp. 101-102, 170-174)
The calculation of circular pressure shaft profiles in the case of non-rigid yielding soil
Derivation of formulas. Construction of pressure shafts heretofore was based on false assumption that soil is a rigid and unyielding formation. (See also - no. 15 Apr. 15 1921 pp. 101-102, no. 24-25 June 24 and July 8, pp. 101-102, 170-174)
The calculation of circular pressure shaft profiles in the case of non-rigid yielding soil
Die Berechnung kreisformiger Druckschachtprofile unter Zugrundelegung eines elastischnachgiebigen Gebirges
Mu&die (author) / hlhofer, Ludwig (author)
1921
5 pages
6 Figs.
Article (Journal)
German
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