Improved types of piles for construction on permafrost soils in the north of West Siberia D. I. FedorovichYu. O. TargulyanV. M. Bashkirov OriginalPaper Pages: 171 - 176
Experience with foundation construction in tamped trenches in East Siberia and the Far North V. L. MatveevYu. I. ParfulinV. A. Pryamkova Forefront Experience With Foundation Construction On Permafrost Pages: 177 - 181
Experience with building construction and operation by the permafrost soil stabilization method L. N. KhrustalevV. V. NikiforovV. M. Gorbacheva Forefront Experience With Foundation Construction On Permafrost Pages: 181 - 184
Causes of deformation of oil-gas industry structures in the north of West Siberia V. S. Savel'evG. V. Belotserkovskaya Forefront Experience With Foundation Construction On Permafrost Pages: 185 - 188
Freezing-together strength of sea ice and bottom soils in shelf zone A. V. SadovskiiG. I. BondarenkoA. V. Konstantinov Investigation Of Construction Properties Of Permafrost Soils Pages: 189 - 193
Static-penetration determination of the bearing capacity of piles in plastic-frozen soils O. N. IsaevF. E. VolkovM. A. Minkin Investigation Of Construction Properties Of Permafrost Soils Pages: 194 - 198
Nonsteady computed temperatures of the permafrost beds of structures with a cold basement M. R. Gokhman Investigation Of Construction Properties Of Permafrost Soils Pages: 199 - 203
Calculation of bearing capacity from probability theory L. Rethati From Foreign Experience Pages: 204 - 207