Increase in strength and bearing capacity with time of clayey soils under load N. N. MaslovLe Ba Lyong Soil Mechanics Pages: 1 - 6
Development patterns of the stress-strain state of a sandy foundation bed during two-dimensional deformation G. M. LomizeA. L. KryzhanovskiiV. F. Petryanin Soil Mechanics Pages: 7 - 12
Design of beams on a nonlinearly deforming winkler foundation bed S. N. Klepikov Soil Mechanics Pages: 13 - 17
Experimental testing of the nonlinear theory of strength for a sandy foundation bed beneath a circular test plate V. V. Belen'kaya Soil Mechanics Pages: 18 - 24
Computation of the height of capillary rise of water in different genetic types of bound soils N. P. Chubarova Construction Properties Of Soils Pages: 25 - 27
Second All-Union Conference on Construction on Swelling Soils Construction Properties Of Soils Pages: 28 - 28
Centrifugal modeling of the settlements of a sand base under a rigid foundation slab, with allowance for its unit weight N. Ya. Rudnitskii Foundation Engineering Pages: 29 - 32
Dynamic tests of foundations of type-i slump-prone soils M. R. SvinkinA. Ya. Zhuchkova Foundation Engineering Pages: 33 - 36
Investigation of the behavior of clubfoot situ-cast piles in swelling clays N. V. Boiko Foundation Engineering Pages: 37 - 40
Determination of stresses in the linings of noncircular pressure tunnels N. N. Fotieva Underground Structures Pages: 41 - 46
Effect of a soil mass on the state of stress of a shallow rectangular tunnel lining V. P. Kozhushko Underground Structures Pages: 47 - 50
Experience with the construction of underground structures by using drop shafts V. Ya. Kopeiko From The Experience Of Construction Organizations Pages: 51 - 55
On the exact analysis of a semiinfinite beam on an elastic half-plane V. L. Vorob'evG. Ya. Popov Advice To Designers And Investigators Pages: 56 - 59
Stresses and strains of a slab on a deformable foundation incapable of withstanding tensile stresses A. G. Bulavko Brief Communications Pages: 60 - 61
Third All-Union Conference on Soils, Foundations, and Soil Mechanics R. A. Tokar' Information Pages: 62 - 66