Determination of the depth of the deformation zone in the beds of annular foundations V. A. YudinS. I. Kushchak Foundation Engineering Pages: 141 - 144
Experimental investigation of the effect of the bending stiffness of reinforced-concrete piles under lateral load A. N. DovgiiG. S. LekumovichI. Ya. Luchkovskii Foundation Engineering Pages: 145 - 149
Structure settlements at the Atommash plant as a result of prolonged soil wetting V. A. Il'ichevA. A. Prigoryan Construction Under Special Soil Conditions Pages: 150 - 157
Heat-engineering calculation of permafrost bases of buildings and structures with the use of the corner point method M. R. Gokhman Aid To The Designer Pages: 158 - 161
Determination by the radio-wave method of weakened zones in the bases of structures being constructed in karstified territories M. M. Zaderigolova Aid To The Designer Pages: 162 - 165
Computing the lateral load on piles and pile groups from the model of a linearly deformable half space V. G. FedorovskiiS. V. KurilloN. A. Kulakov Soil Mechanics Pages: 166 - 172
Computation of embankment stability by the method of the algebraic addition of forces A. G. Shapar'V. B. KhazanD. V. Mizyumskii Soil Mechanics Pages: 172 - 175
Experimental studies of slotted foundations for the supports of high-voltage lines I. KuzmaM. I. Nikitenko From Foreign Experience Pages: 176 - 180
Against hasty conclusions (concerning V. E. Sokolovich's article “chemical soil stabilization and the environment”) F. E. Volkov Discussions Pages: 181 - 183
Against unfounded suggestions (response to F. E. Volkov's comments about soil stabilization by alkalization) V. E. Sokolovich Discussions Pages: 184 - 188