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Base de données et galerie internationale d'ouvrages d'art et du génie civil

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Soil Mechanics and Foundation Engineering - v. 2, n. 3 (mai 1965)

Publié:	mai 1965

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Berezantsev, V. G.	Calculation of the settlement of deep foundations on clay beds	133-138
Chernyi, B. I. / Kravtsov, G. I. / Pshenichkin, A. P. / Mal'tsev, T. A.	Combined work of a building and foundation soil under conditions of large deformations during consolidation of a loess stratum by the weight of the structure	157-162
Mikheev, V. V. / Sinel'shchikov, F. I.	Concerning the project of the new standard document "Instructions on determining soil characteristics (standardized and calculated)"	186-189
Muller, R. A.	Establishment of the values of the safety factors when calculating foundations for stability	147-150
Perkov, Yu. R. / Dolgikh, M. A.	Experience in comparative determinations of the elasticity moduli of rocks in the laboratory and in the field	151-153
Eroshenko, V. N.	Experimental driving of friction piles in Vorkuta in an area with deep permafrost	163-166
Grigoryan, A. A. / Kulachenok, B. G.	Field investigations of the deformation of slumping soil under experimental plates	143-146
Rudnitskii, N. Ya.	Initial bench mark for measuring foundation settlements	184-185
Vasil'evskii, V. E. / Zakharenkov, M. M.	Observations of the foundation deformation of the Moskva Hotel in Kiev	180-183
Gubkin, V. A.	Preparation of foundations of large-panel buildings in Zaporozh'e	172-174
Krivorotov, A. P.	Service conditions of a sand foundation bed under the base of a vertically loaded plate	139-142
Abelev, Yu. M. / Dondysh, A. M. / Ivanov, Yu. K. / Krutov, V. I. / Lisovskii, Z. P. / Pankin, G. N.	Straightening the leans of a large-panel house of series 1-480-P after settlement of the foundation	175-179
Arutyunyan, R. N. / Kazakov, B. M. / Kleiman, A. D.	Wells for the vacuum method of ground-water lowering in bedded soils	154-156

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IssueID
20794
Publié(e) le:
05.12.2018
Modifié(e) le:
05.12.2018

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