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A platform for research: civil engineering, architecture and urbanism
Consideration of horizontal stresses in soil bases for foundation settlement determination
Abstract The writers propose equations and tables for determination of the settlement of an individual foundation, taking into account its rigidity and the action of horizontal stresses in the soil base, in which as deformation characteristics use can be made of E and v as well as of moduli G and K, making it possible to separately determine the foundation settlements connected both with compaction deformations and with shape variations in the base soils.
Consideration of horizontal stresses in soil bases for foundation settlement determination
Abstract The writers propose equations and tables for determination of the settlement of an individual foundation, taking into account its rigidity and the action of horizontal stresses in the soil base, in which as deformation characteristics use can be made of E and v as well as of moduli G and K, making it possible to separately determine the foundation settlements connected both with compaction deformations and with shape variations in the base soils.
Consideration of horizontal stresses in soil bases for foundation settlement determination
Bronin, V. N. (author) / Tatarinov, S. V. (author)
1993
Article (Journal)
English
Local classification TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
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