Determination of the lateral pressure from a noncohesive medium by considering the wall displacements and the failure wedge N. K. Snitko Soil Mechanics Pages: 229 - 233
Method of determining the deformation characteristics of an elastic foundation bed combining an elastic half-space and a winkler foundation bed S. RakhimovL. N. Repnikov Soil Mechanics Pages: 234 - 238
Analysis of beams on a nonlinearly deformable foundation represented by a combined model B. V. Uvarov Soil Mechanics Pages: 239 - 243
Creep of an inclined bed under variable pore pressure Z. G. Ter-Martirosyan Soil Mechanics Pages: 244 - 248
Compressible sequence at the base of foundations in soils with a strain modulus increasing with depth G. B. Kul'chitskii Soil Mechanics Pages: 249 - 252
Pressing a hard punch into compact and loose sand I. I. CharkasovK. Ibragimov Construction Properties Of Soils Pages: 253 - 256
Device for quick measurement of displacements in a soil mass L. M. BobylevV. D. KazarnovskiiA. G. Polunovskii Construction Properties Of Soils Pages: 257 - 258
Rational types of piles for type-1 collapsible soils V. P. Babichev Foundation Engineering Pages: 259 - 262
Effect of embedding piles in grillages upon their strength under lateral loading N. S. MetelyukG. F. ShishkoG. F. Mikhailenko Foundation Engineering Pages: 263 - 269
Hollow-pile foundations for high buildings in seismic regions L. A. Golubov Construction Under Special Soil Conditions Pages: 270 - 272
Slump-like deformation of loess soils acted on by simulated earthquakes I. G. Rabinovich Construction Under Special Soil Conditions Pages: 273 - 276
Field investigations of caissons in thixotropic jackets L. I. KorzhenkoP. M. Khrupov From The Experience Of Construction Organizations Pages: 277 - 281
Construction and operation experience with buildings and other structures in the Saratov chemical works V. P. Senokosov From The Experience Of Construction Organizations Pages: 282 - 284
Construction of compressive stress diagrams taking into consideration the loads on adjacent foundations S. K. Lapin Advice To Designers And Investigators Pages: 285 - 287
Analysis of rectangular plates lying on soils whose modulus of deformation varies with depth, by the method of finite differences A. E. Duraev Advice To Designers And Investigators Pages: 288 - 292
