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Method for calculating bed deformations of buildings near deep excavations
Abstract An experimental-analytical method is presented for calculation of the settlements of buildings in the vicinity of deep excavations with allowance for their weight and stiffness. A building near an excavation is treated as a semi-infinite beam subject to a uniformly distributed load. A solution is obtained for the equation describing the bending of the beam modeling a building on strip foundations placed on a bed represented by a Winkler model.
Method for calculating bed deformations of buildings near deep excavations
Abstract An experimental-analytical method is presented for calculation of the settlements of buildings in the vicinity of deep excavations with allowance for their weight and stiffness. A building near an excavation is treated as a semi-infinite beam subject to a uniformly distributed load. A solution is obtained for the equation describing the bending of the beam modeling a building on strip foundations placed on a bed represented by a Winkler model.
Method for calculating bed deformations of buildings near deep excavations
Il’ichev, V. A. (author) / Nikiforova, N. S. (author) / Koreneva, E. B. (author)
2006
Article (Journal)
English
Local classification TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
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