Stress-Strain State of Pile Beds Tested under a Static Loading A. V. PilyaginA. B. Shukenbaev OriginalPaper Pages: 75 - 79
State Equations for Soils Prone to Slump-Type Settlement with Allowance for Degree of Wetting K. S. SultanovB. É. Khusanov OriginalPaper Pages: 80 - 86
Use of Filtration Calculations in Planning Injection Operations V. P. PetrukhinI. A. Shishova OriginalPaper Pages: 87 - 91
Reconstruction of Basement Rooms in the Building Housing the Philharmonic Musical Society in Saint Petersburg R. A. Mangushev OriginalPaper Pages: 92 - 94
Monitoring System for the Pile Bed of a Slab Foundation at a Site Prone to Karst Formation B. V. GoncharovA. N. ZhilinSh. R. Nezamutdinov OriginalPaper Pages: 95 - 100
Experience with Building Construction under Increased Karst Risk in Ufa A. L. GotmanN. Z. Gotman OriginalPaper Pages: 101 - 104
Strengthening of a Damaged Multistory Building Constructed on a Slope Composed of Soil Prone to Slump-Type Settlement L. K. GinzburgS. I. GolovkoV. G. Shapoval OriginalPaper Pages: 105 - 108