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Stress-Strain State of Pile Beds Tested under a Static Loading
Pilyagin, A.V.; Shukenbaev, A.B.
State Equations for Soils Prone to Slump-Type Settlement with Allowance for Degree of Wetting
Sultanov, K.S.; Khusanov B.É.
Use of Filtration Calculations in Planning Injection Operations
Petrukhin, V.P.; Shishova, I.A.
Reconstruction of Basement Rooms in the Building Housing the Philharmonic Musical Society in Saint Petersburg
Monitoring System for the Pile Bed of a Slab Foundation at a Site Prone to Karst Formation
Goncharov, B.V.; Zhilin, A.N.; Kovalev, V.F.; Nezamutdinov, S.R.
Experience with Building Construction under Increased Karst Risk in Ufa
Gotman, A.L.; Gotman, N.Z.
Strengthening of a Damaged Multistory Building Constructed on a Slope Composed of Soil Prone to Slump-Type Settlement
Ginzburg, L.K.; Golovko, S.I.; Shvets, V.B.; Shapoval, V.G.
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