Soil Mechanics and Foundation Engineering - v. 14, n. 1 (janvier 1977)

Publié:	janvier 1977

Auteur(s)	Titre	Page(s)
Vasil'ev, V. Z.	Axisymmetric deformation of an elastic mass containing a hole	63-68
Kopeikin, V. S. / Solomin, V. I.	Design of a sandy foundation bed by means of physically and mathematically nonlinear equations	55-58
Dalmatov, B. I. / Lapshin, F. K. / Rossikhin, Yu. V.	Design of piled foundations in weak soils	84-86
Kananyan, A. S. / Kurnosov, A. I. / Gorelov, A. V.	Designing the foundation bed of free-standing reinforced-concrete standards from deformations	23-27
Kiselev, M. F. / Chubarova, N. P.	Effect of frost heaving on the foundation bed and foundation during the construction period	31-35
Golenko, N. A.	Electro-osmotic and hydraulic flow in soils with a varying porosity	42-46
Aronov, A. M. / Gudakov, Yu. S.	Evaluating the bearing capacity of driven piles in sandy soils	28-30
Bozhko, A. G. / Dzhumaev, K. M. / Krutov, V. I. / Grigoryuk, G. K. / Zinov'ev, Yu. N. / Yarutin, V. K.	Experience gained with the installation of foundations on soils prone to slump-type settlement in tamped pits	7-12
Vyalov, S. S. / Mindich, A. L.	Experimental investigation of the stress — strain state of a layer of weak soil underlain by a low-compressibility mass	48-54
Filatov, A. V.	Experimental investigations of curves of reaction pressure in soil versus displacements of a pile during horizontal loading	59-62
	First ten-year period of the cosmic era in soil mechanics	47-48
Ulichkin, G. M. / Savoiskii, V. A.	Flotation of a sunken shaft under a pumping station	13-17
	For the efficiency and quality of foundation engineering	1-2
Kobakhidze, A. F.	Form of the diagram of backfill pressure on a retaining wall	68-73
Makarov, E. V.	Investigation of settlement of base under wall foundation of the nizhni novgorod kremlin	86
Kovalenko, N. P. / Anisimov, N. N.	Investigation of the shear strength of peats	36-37
	Ivan mikhailovich litvinov (1907–76)	87-88
Rubtsov, N. I. / Godes, É. G. / Ol'shevskii, G. F.	Leningrad construction administration of the gidrospetsfundamentstroi trust in the first year of the tenth five-year period	3-6
Volkova, A. E.	New equipment for pile operations and for compacting soils	77-81
Zabylin, M. I. / Igol'nikov, V. V.	A new method of strengthening foundations supporting heavy-duty compressors	17-20
Vergeles, G. M.	Nomogram for a preliminary evaluation of slump-prone and swelling soils	40-41
Tekuchev, Yu. B.	Relative collapsibility and standard indices of soil settlement through collapse	38-39
Lazarev, G. B.	Use of pyramidal piles for greenhouse foundations	20-22

Auteur(s)

Titre

Page(s)

Vasil'ev, V. Z.

Axisymmetric deformation of an elastic mass containing a hole

63-68

Kopeikin, V. S. / Solomin, V. I.

Design of a sandy foundation bed by means of physically and mathematically nonlinear equations

55-58

Dalmatov, B. I. / Lapshin, F. K. / Rossikhin, Yu. V.

Design of piled foundations in weak soils

84-86