Settlement of buildings constructed on soils of type II collapsibility I. K. PopsuenkoA. A. RudenkoA. I. Markov From The Experience Of Construction Organizations Pages: 1 - 4
Introduction of rectangular pyramidal piles in Belorussia M. A. SitnikovL. D. ShaitarovM. A. Lozovik From The Experience Of Construction Organizations Pages: 5 - 10
Effect of impulsive forces on performance of horizontally loaded piles Ya. Sh. ZiyazovV. F. KovalevG. S. Yanyshev Foundation Engineering Pages: 11 - 15
Approximate method of evaluating bearing capacity of anchored-foundation bases Yu. B. Mikhailov Foundation Engineering Pages: 16 - 19
Designs of pile foundations of buildings constructed in seismic areas R. E. Khanin Construction Under Special Soil Conditions Pages: 20 - 25
Effect of the degree of increase of water content on the relative slumping and consolidation of loess soils V. I. KrutovV. I. BulgakovO. N. Korotkova Construction Under Special Soil Conditions Pages: 26 - 30
Cause of deformations of high grillages V. F. ZhukovV. I. Snobkov Advice To Designers And Investigators Pages: 31 - 32
Investigation of the bearing capacity of beds of foundations with an inclined base E. A. SorochanA. S. SnarskiiL. N. Terenetskii Soil Mechanics Pages: 41 - 45