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Internationale Datenbank und Galerie für Ingenieurbauwerke

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Soil Mechanics and Foundation Engineering - v. 8, n. 4 (Juli 1971)

Erschienen:	Juli 1971

Artikel in dieser Ausgabe

Autor(en)	Titel	Seite(n)
Uvarov, B. V.	Analysis of beams on a nonlinearly deformable foundation represented by a combined model	239-243
Duraev, A. E.	Analysis of rectangular plates lying on soils whose modulus of deformation varies with depth, by the method of finite differences	288-292
Kul'chitskii, G. B.	Compressible sequence at the base of foundations in soils with a strain modulus increasing with depth	249-252
Senokosov, V. P.	Construction and operation experience with buildings and other structures in the Saratov chemical works	282-284
Lapin, S. K.	Construction of compressive stress diagrams taking into consideration the loads on adjacent foundations	285-287
Ter-Martirosyan, Z. G.	Creep of an inclined bed under variable pore pressure	244-248
Snitko, N. K.	Determination of the lateral pressure from a noncohesive medium by considering the wall displacements and the failure wedge	229-233
Bobylev, L. M. / Kazarnovskii, V. D. / Margot'ev, A. N. / Varyzgin, E. S. / Polunovskii, A. G.	Device for quick measurement of displacements in a soil mass	257-258
Metelyuk, N. S. / Shishko, G. F. / Mikhailenko, G. F.	Effect of embedding piles in grillages upon their strength under lateral loading	263-269
Korzhenko, L. I. / Khrupov, P. M.	Field investigations of caissons in thixotropic jackets	277-281
Golubov, L. A.	Hollow-pile foundations for high buildings in seismic regions	270-272
Rakhimov, S. / Repnikov, L. N.	Method of determining the deformation characteristics of an elastic foundation bed combining an elastic half-space and a winkler foundation bed	234-238
Kheifits, V. Z.	Metrology of dynamic stresses in soil	293-296
Charkasov, I. I. / Ibragimov, K.	Pressing a hard punch into compact and loose sand	253-256
Babichev, V. P.	Rational types of piles for type-1 collapsible soils	259-262
Rabinovich, I. G.	Slump-like deformation of loess soils acted on by simulated earthquakes	273-276

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20866
Veröffentlicht am:
05.12.2018
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05.12.2018

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