For the efficiency and quality of foundation engineering Resolutions Adopted By The Twenty-Fifth Congress Of The Communist Party Of The Soviet Union Pages: 1 - 2
Leningrad construction administration of the gidrospetsfundamentstroi trust in the first year of the tenth five-year period N. I. RubtsovÉ. G. GodesG. F. Ol'shevskii Tribune Of All-Union Socialist Competition Pages: 3 - 6
Experience gained with the installation of foundations on soils prone to slump-type settlement in tamped pits A. G. BozhkoK. M. DzhumaevV. K. Yarutin From The Experience Of Construction Organizations Pages: 7 - 12
Flotation of a sunken shaft under a pumping station G. M. UlichkinV. A. Savoiskii From The Experience Of Construction Organizations Pages: 13 - 17
A new method of strengthening foundations supporting heavy-duty compressors M. I. ZabylinV. V. Igol'nikov From The Experience Of Construction Organizations Pages: 17 - 20
Use of pyramidal piles for greenhouse foundations G. B. Lazarev From The Experience Of Construction Organizations Pages: 20 - 22
Designing the foundation bed of free-standing reinforced-concrete standards from deformations A. S. KananyanA. I. KurnosovA. V. Gorelov Foundation Engineering Pages: 23 - 27
Evaluating the bearing capacity of driven piles in sandy soils A. M. AronovYu. S. Gudakov Foundation Engineering Pages: 28 - 30
Effect of frost heaving on the foundation bed and foundation during the construction period M. F. KiselevN. P. Chubarova Construction Under Special Soil Conditions Pages: 31 - 35
Investigation of the shear strength of peats N. P. KovalenkoN. N. Anisimov Construction Properties Of Soils Pages: 36 - 37
Relative collapsibility and standard indices of soil settlement through collapse Yu. B. Tekuchev Construction Properties Of Soils Pages: 38 - 39
Nomogram for a preliminary evaluation of slump-prone and swelling soils G. M. Vergeles Construction Properties Of Soils Pages: 40 - 41
Electro-osmotic and hydraulic flow in soils with a varying porosity N. A. Golenko Construction Properties Of Soils Pages: 42 - 46
Experimental investigation of the stress — strain state of a layer of weak soil underlain by a low-compressibility mass S. S. VyalovA. L. Mindich Soil Mechanics Pages: 48 - 54
Design of a sandy foundation bed by means of physically and mathematically nonlinear equations V. S. KopeikinV. I. Solomin Soil Mechanics Pages: 55 - 58
Experimental investigations of curves of reaction pressure in soil versus displacements of a pile during horizontal loading A. V. Filatov Soil Mechanics Pages: 59 - 62
Axisymmetric deformation of an elastic mass containing a hole V. Z. Vasil'ev Soil Mechanics Pages: 63 - 68
Form of the diagram of backfill pressure on a retaining wall A. F. Kobakhidze Soil Mechanics Pages: 68 - 73
Sixth European conference on soil mechanics and foundation engineering V. I. FedorovÉ. I. Mulyukov Information Pages: 74 - 76
Applied science conference on foundation problems at Tobol'sk petrochemical complex P. A. Konovalov Information Pages: 82 - 83
Design of piled foundations in weak soils B. I. DalmatovF. K. LapshinYu. V. Rossikhin Book Reviews Pages: 84 - 86
Investigation of settlement of base under wall foundation of the nizhni novgorod kremlin E. V. Makarov Erratum Pages: 86 - 86