Solution of the problem of a concentrated force applied at the boundary of a half plane, with displacements vanishing at infinity M. I. Gorbunov-Posadov OriginalPaper Pages: 74 - 80
Rheological properties of plastic frozen soils and determination of settlement of a test plate with time Yu. K. Zaretskii OriginalPaper Pages: 81 - 85
Stress and displacement distributions in a homogeneous half-space below a circular foundation O. V. Popova OriginalPaper Pages: 86 - 89
Behavior of compacted granular materials in intermediate layers of a foundation bed A. M. KrivisskiiP. I. TelyaevB. S. Radovskii Construction Properties Of Soils Pages: 92 - 94
Tests on peaty soils by test plates N. P. KovalenkoZ. S. Stel'makh Construction Properties Of Soils Pages: 95 - 98
Analysis of natural settlements of slab and box foundations of multistory buildings T. A. Malikova Foundation Engineering Pages: 99 - 104
Effect of vibrations of compressor foundations on buildings P. G. KorolevV. E. SalionG. I. Zhivolup Foundation Engineering Pages: 105 - 107
Technique of modeling dynamic stresses in piles by the photoelasticity method O. K. SlavinV. I. Ostrov Foundation Engineering Pages: 108 - 111
Sliding forms for constructing monolithic pressed concrete linings in shield tunneling F. T. SkuibinE. F. DushenkoV. N. Korol'kov Underground Structures Pages: 112 - 115
Expansion of a cylindrical borehole in an elastoplastic medium V. G. Fedorovskii Underground Structures Pages: 116 - 120
Phases of deformation of slump-prone soils under foundations V. I. KrutovA. G. Bozhko Construction Under Special Soil Conditions Pages: 121 - 124
Unification of design methods for buildings constructed on special soils R. A. Muller Construction Under Special Soil Conditions Pages: 125 - 131
Determination of the moduli of elasticity of rubble and establishment of their design values A. N. Margot'evN. D. Lizunova Advice To Designers And Investigators Pages: 132 - 135
Soil mechanics and foundation engineering (Transactions of the third all-union conference) Information Pages: 140 - 140