Soil Mechanics and Foundation Engineering
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A Field Experimental Study on the Diffusion Behavior of Expanding Polymer Grouting Material in Soil
Soil Mechanics and Foundation Engineering - Tập 56 - Trang 171-177 - 2019
The diffusion behavior of expanding polyurethane foam, which is widely used in soil improvement, foundation remediation, and road maintenance, was investigated. This study is the first step towards the ultimate aim of examining the feasibility of using polyurethane foam for constructing a vertical impervious curtain in soil dams or dikes. Using a hole-sealing grouting method, experimental grout in...... hiện toàn bộ
Deformed scheme for design of piles injected into predrilled holes
Soil Mechanics and Foundation Engineering - Tập 35 - Trang 110-114 - 1998
A method is proposed for the calculation of piles injected into predrilled holes with allowance for their flexibility and possible initial curvature of the pile's axis. The stability of the pile is assessed in the soil mass. An example is cited for the calculation of foundation strengthening by inclined piles.
Efficiency of Dynamic Vibration Dampers for Massive Structures on Non-Rock Bases
Soil Mechanics and Foundation Engineering - Tập 58 - Trang 48-55 - 2021
The possibility of dynamic damping of vibrations is considered for massive structures on non-rock bases. The main feature of the structures under consideration is the large dissipation of vibrational energy due to its radiation into the base. The following models of the soil base are considered: normative model used in Russian norms for calculating foundations, a homogeneous, elastic, inertial hal...... hiện toàn bộ
Forecast of the Temperature Regime of the Building Foundation on Alluvial Soils Under Conditions of Cryolithozone
Soil Mechanics and Foundation Engineering - Tập 59 - Trang 576-583 - 2023
A mathematical model is proposed for calculating the temperature regime of the soils of the basement of a residential building on the alluvial soils of Yakutsk in the coastal zone of the Lena River. The model takes into account the air temperature in the building, ambient air temperature, and water filtration depending on the hydrological regime of the river and calculates the change in the soil t...... hiện toàn bộ
Stress-strain state of an elastic half plane under a system of inclined piecewise-linear loads
Soil Mechanics and Foundation Engineering - Tập 50 - Trang 43-49 - 2013
As a progression of our studies, this paper presents solutions to problems of stress and total-settlement calculation at points of a half plane, when the latter is subject to a system trapeziform inclined loads. Stress components and total settlements are determined for points of an elastic half plane when a system of three inclined trapeziform loads spaced at various distances is applied to its b...... hiện toàn bộ
Calculating nonlinear deformations of reinforced concrete and soil in designing circular foundation slabs
Soil Mechanics and Foundation Engineering - Tập 13 - Trang 210-215 - 1976
Investigation of longitudinal forces in pipes on undercut ground
Soil Mechanics and Foundation Engineering - - 1970
On certain characteristic design features of pile foundations in soils classed as type II in terms of proneness to slump-type settlement
Soil Mechanics and Foundation Engineering - Tập 42 - Trang 28-33 - 2005
Positive experience is noted for use of pile foundations in the construction of high-rise buildings and structures under complex soil conditions. V. I. Krutov’s paper, which was published in order of discussion in our journal (No. 6, 2003), is analyzed.
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