Provision for Slope and Embankment Stability (Gersevanov Lectures) Yu. K. Zaretskii OriginalPaper Pages: 183 - 188
Assessment of Causes of Slope Deformation during Embankment Reconstruction on the Obvodnoy Canal in Saint Petersburg V. M. UlitskiiV. N. ParamonovA. G. Shashkin OriginalPaper Pages: 189 - 192
Stability of Structures on Slide-Prone Slopes Composed of Loess-Like Soils V. B. Shvets OriginalPaper Pages: 193 - 199
Assessment of the Proneness of a Loess-Soil Mass to Slump-Type Settlement M. Yu. AbelevA. P. Levchenko OriginalPaper Pages: 203 - 207
Determination of the Resistance of Soils Prone to Slump-Type Settlement on the Lateral Surface of Cast-in-Place Piles and Slot Foundations A. M. Dzagov OriginalPaper Pages: 208 - 212
Procedure for Depressing Piles with an SVU-V-3 Rig Kh. A. DzhantimirovO. V. Litvin OriginalPaper Pages: 213 - 215
Strengthening of the Foundations of a Ten-Story Large-Panel Tenement Building in Orenburg V. I. Bykov OriginalPaper Pages: 216 - 218