Soil Mechanics and Foundation Engineering - v. 6, n. 4 (July 1969)

Published:	July 1969

Articles in this Issue

Author(s)	Title	Page(s)
Trofimenkov, Yu. G.	Accuracy of determining the bearing capacity of piles based on results of static penetration sounding of soils	248-250
Goldshtein, M. N. / Dudintseva, I. L. / Dorfman, A. G.	Application of variational method to the computation of earth pressure on retaining walls	235-238
Laletin, N. V.	Calculation of the tilt of a circular rigid foundation	289
Belyaev, V. D.	Compaction control of settlement prone soils by static probing	279-281
Litvinov, I. M.	Conduction of blasting works for deep compaction of slump-prone loess soils in a built-up area	272-277
Ryazanov, N. S.	Determination of initial critical load on soil under structures	231-234
Kodryanova, R. M.	Determination of the dimensions of the deformation zone in loessial soil saturated with water	239-241
Yagolkovskii, S. N.	Effect of the adhesion of an elastic layer to an underlying base on the design of superimposed beams	227-230
Zinov'ev, R. K. / Krivtsov, V. A.	Effect of the difference of deformative properties of the soil and strain gauge on the recording of dynamic stresses	242-245
Muftakhov, A. Dz.	Estimation of infiltration in industrial sites	286-288
Rzhanitsyn, B. A. / Sokolovich, V. E. / Ibragimov, M. N. / Belevitina, N. Sh. / Bleskina, N. A.	Experience in chemical grouting of loose carbonate soils with "Sumisoil" and carbamide resin	257-260
Korzhenko, L. I. / Mulyukov, E. I.	Experience in grouting Bashkir soils with urea-formaldehyde resin	261-264
Zakharenkov, M. M.	Experience with the construction of a nine-story building on a sand fill	282-284
Malyshev, M. V.	Foreign publications on soil mechanics	292
Romanenko, I. I.	Height of the filling under buildings with bases of frozen soil	256
Danilov, A. I.	Improvement of the method of determining soil density and water content by N. P. Kovalev's instrument	246-247
	In the State Construction Committee of the USSR	271
Baramishvili, Ya. P. / Ibragimov, M. N.	Soil-cement, frequently tamped end-bearing piles under conditions of type II slump-prone soils	251-255
Zaretskii, Yu. K. / Shafarenko, E. M.	States of stress and strain in the neighborhood of a spherical underground cavity	265-270
Ramin, P. E.	Strengthening a chimney foundation	285

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20819
Published on:
05/12/2018
Last updated on:
05/12/2018

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Soil Mechanics and Foundation Engineering - v. 6, n. 4 (July 1969)

Articles in this Issue

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Soil Mechanics and Foundation Engineering - v. 6, n. 4 (July 1969)

Articles in this Issue

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