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Soil Mechanics and Foundation Engineering - v. 2, n. 4 (July 1965)

Published:	July 1965

Articles in this Issue

Author(s)	Title	Page(s)
Grigoryan, A. A. / Kulachenok, B. G.	Averaged curve of the pressure dependence of the slumping properties of soil	242-243
Berezantsev, V. G.	Calculation of the settlement of deep foundations on clay foundation soils	260
Makarov, E. V.	Construction of two-story stone buildings on a peat bog	239-241
Kushner, S. G.	Corrections to the example of calculating foundation settlement with consideration of the effect of an adjacent foundation	244-245
Besprozvannaya, I. M.	Determination of earth pressure on a retaining wall with an inclined back face in relation to its displacements and rigidity of the foundation soil	201-207
Shaevich, A. E.	Determination of the "initial pressure" for slumping soils of Novosibirsk	233-234
Sheinin, V. I.	The distribution of stresses in the vicinity of mine workings with consideration of irregularities in outline	235-238
	Examination of the design depth of freezing	249-250
Pochaevets, A. P.	Experimental investigation of the deformations of a two-layered foundation soil with determination of the compressible zone	220-224
Tsagareli, Z. V.	Experimental investigation of the pressure of a loose medium on retaining walls with a vertical back face and horizontal backfill surface	197-200
Kalaev, A. I.	Experimental investigations of foundation stability of structures on rock-free soils	208-212
Shvets, V. B. / Kazakov, P. P.	Measurement of the deformable zone in cohesive soils	213-216
Vasil'eva, A. A.	New state standards for methods of laboratory determinations of the physical properties of soils	251-253
Danilov, A. I.	Nomograms for calculating the void ratio ε, porosity n, degree of saturation G with respect to unit weight γr, bulk specific weight of skeleton γsk, and water content of soil W	246-247
Rud', A. G.	A penetrometer with smooth load application for testing soils	217-219
Ignatova, O. I. / Mikheev, V. V.	Relation between deformation modulus and physical characteristics of alluvial clay soils	225-228
Azrilyant, E. A.	Vibration-proof foundation of a 16-ton drop hammer	229-232

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IssueID
20795
Published on:
05/12/2018
Last updated on:
05/12/2018

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