References
119
a
b
Fig. 10.9 Effects of a single pile on: (a) distribution of stresses; (b) bearing capacity of basis
p(a) = 2f
t
0
H
− σ y
δ
2
, ξ
σ y
δ
2
, ξ
dξ, H (x) =
1
forx > 0,
0
forx 0.
(10.43)
In Fig. 10.9, using formulas (9.15), (10.42), stress distribution curves (a) are built
along with the function p(a), (b). In the position b, D designates the integral from
formula (10.43).
References
1. S. Derezin, Sobstvennye napryazheniya v nelineino uprugikh telakh s dislokatsiyami i
disklinatsiyami (Proper stresses in nonlinear elastic bodies with dislocations and disclinations).
Cand. philos. sci. diss. Abstr., PhD thesis, Rostov-on-Don, Izdatelstvo RSU Publ., 2011
2. D. Ehshelbi, Kontinual’naya teoriya dislokatsii (Continual theory of dislocations). (IL Publ.,
Moscow, 1963)
3. L. Galin, Kontaktnye zadachi teorii uprugosti i vyazkouprugosti (Contact problems of elasticity
and viscoelasticity theory). (Nauka Publ., Moscow, 1980)
4. V. Khain, M. Lomize, Geotektonika s osnovami geodinamiki: ucheb. dlya vuzov. 3-e izd.
(Geotectonics with the basics of geodynamics: studies for universities. The 3rd prod.). (Knizhn.
dom Un-t Publ., (KDU), Moscow, 2010)
5. R. Khonikomb, Plasticheskaya deformatsiya metallov (Plastic deformation of metals). (Mir
Publ., Moscow, 1972), 408 p
6. A. Kosevich, Osnovy mekhaniki kristallicheskoi reshetki (Fundamentals of crystal lattice
mechanics). (Nauka Publ., Moscow, 1972)
7. A. Kottrell, Teoriya dislokatsii i plasticheskoe techenie v kristallakh: per. s angl (Dislocation
theory and plastic flow in crystals: TRANS. from English). (GNTIL po chern. i tsv. metallurgii
Publ., Moscow, 1958)
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