Experimental investigation of the pressure of a loose medium on retaining walls with a vertical back face and horizontal backfill surface Z. V. Tsagareli Soil Mechanics Pages: 197 - 200
Determination of earth pressure on a retaining wall with an inclined back face in relation to its displacements and rigidity of the foundation soil I. M. Besprozvannaya Soil Mechanics Pages: 201 - 207
Experimental investigations of foundation stability of structures on rock-free soils A. I. Kalaev Soil Mechanics Pages: 208 - 212
Measurement of the deformable zone in cohesive soils V. B. ShvetsP. P. Kazakov Constructional Properties Of Soils Pages: 213 - 216
A penetrometer with smooth load application for testing soils A. G. Rud' Constructional Properties Of Soils Pages: 217 - 219
Experimental investigation of the deformations of a two-layered foundation soil with determination of the compressible zone A. P. Pochaevets Constructional Properties Of Soils Pages: 220 - 224
Relation between deformation modulus and physical characteristics of alluvial clay soils O. I. IgnatovaV. V. Mikheev Constructional Properties Of Soils Pages: 225 - 228
Vibration-proof foundation of a 16-ton drop hammer E. A. Azrilyant Foundation Engineering Pages: 229 - 232
Determination of the "initial pressure" for slumping soils of Novosibirsk A. E. Shaevich Construction Under Special Soil Conditions Pages: 233 - 234
The distribution of stresses in the vicinity of mine workings with consideration of irregularities in outline V. I. Sheinin Underground Structures Pages: 235 - 238
Construction of two-story stone buildings on a peat bog E. V. Makarov From The Experience Of Construction Organizations Pages: 239 - 241
Averaged curve of the pressure dependence of the slumping properties of soil A. A. GrigoryanB. G. Kulachenok Advice To Designer And Investigator Pages: 242 - 243
Corrections to the example of calculating foundation settlement with consideration of the effect of an adjacent foundation S. G. Kushner Advice To Designer And Investigator Pages: 244 - 245
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 A. I. Danilov Advice To Designer And Investigator Pages: 246 - 247
Twenty-third Scientific Conference of the Leningrad Civil Engineering Institute B. I. Dalmatov Information Pages: 248 - 248
New state standards for methods of laboratory determinations of the physical properties of soils A. A. Vasil'eva Consultation Pages: 251 - 253
Pile foundations in industrial construction (all-union seminar at the exhibition of the achievements of the national economy) E. V. SvetinskiiV. I. Ostrov Consultation Pages: 254 - 256
Works on Soil Mechanics and Foundation Engineering published in 1964–1965 Consultation Pages: 257 - 260
Calculation of the settlement of deep foundations on clay foundation soils V. G. Berezantsev Erratum Pages: 260 - 260