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Soil Mechanics and Foundation Engineering - v. 7, n. 1 (janvier 1970)

Publié:	janvier 1970

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Solomin, V. I. / Tregulov, G. V.	Accuracy of B. N. Zhemochkin's solution for circular slabs on an elastic half-space	9-11
Raskin, G. V.	Angular deflection of rigid rectangular foundations on soil layer of finite thickness	44-46
Orlov, E. I.	Arrangement of foundation beds under thermoelectric power plants	56-58
Sazhin, V. S.	Determination of deformations of a base of expansive soil with consideration of its joint action with the structure	49-54
Rabotnikov, A. I. / Kovanev, B. M.	Development of the zone of deformation in a two-layer bed	21-24
	E. I. Medkov 1898–1969	55
Shvets, V. B. / Kul'chitskii, G. B.	Experimental investigation of the depth of compressed soil foundation stratum under a plate	17-20
Yakovlev, A. V.	Graphic method of distinguishing slump-type soils through the use of nomenclature criteria	64-65
Cherkasov, I. I. / Mikheev, V. V. / Petrukhin, V. P. / Pakulin, V. A. / Snarskii, A. S. / Shvarov, V. V.	Influence of gravity on the mechanical properties of soils	25-31
Yakovlev, P. I.	Investigation of kinematic factors in backfill behind inclined retaining walls	40-43
Lyzo, B. G. / Dmitrevich, Yu. V. / Terenetskii, L. N.	New pile-driving tubular diesel hammers	47-48
Shipulin, Yu. K.	Nomogram for calculating the criterion of slump proneness or swelling of soils	61
Grigor'ev, V. A. / Eizler, P. I.	Nomograms of the dependence of strength characteristics on the void ratio and plastic limit of clay soils	32-33
Pchelintsev, A. M.	On the methodology of determining the humidity of frozen soils	59-60
Vyalov, S. S. / Pekarskaya, N. K. / Maksimyak, R. V.	Physical essence of processes of deformation and failure of clayey soils	12-16
Lushnikov, V. V. / Pshenichnikov, K. G.	Pressure meter for determining the compressibility of soils in boreholes	62-63
Kopeiko, V. Ya.	Production and use of pipe piles	34-39
Shirokov, V. N. / Solomin, V. I. / Malyshev, M. V. / Zaretski, Yu. K.	Stress state and displacements of a ponderable, nonlinearly deformable soil half-space under a circular rigid footing	2-8

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IssueID
20857
Publié(e) le:
05.12.2018
Modifié(e) le:
05.12.2018

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