L. N. Khrustalev
- Engineering-economic determination of optimum depth of preconstruction thawing of permafrost soils under buildings. In: Soil Mechanics and Foundation Engineering, v. 16, n. 6 (November 1979). (1979):
- Calculation of the depth of thawing of foundation bed soil in areas where the layer of seasonal freezing does not merge with the permafrost stratum. In: Soil Mechanics and Foundation Engineering, v. 15, n. 1 (Januar 1978). (1978):
- Determination of optimum number of pile tests. In: Soil Mechanics and Foundation Engineering, v. 15, n. 5 (September 1978). (1978):
- Monitoring of thermal and mechanical interactions between a structure and its permafrost foundation bed. In: Soil Mechanics and Foundation Engineering, v. 37, n. 2 (März 2000). (2000):
- Determination of the reliability factor for design of permafrost bases of structures. In: Soil Mechanics and Foundation Engineering, v. 21, n. 5 (September 1984). (1984):
- Assignment of a reliability coefficient in computing permafrost beds for structures with purely economic accountability. In: Soil Mechanics and Foundation Engineering, v. 22, n. 2 (März 1985). (1985):
- Computation of depth of multiyear frost in beds of buildings constructed on nonconfluent-type permafrost. In: Soil Mechanics and Foundation Engineering, v. 21, n. 1 (Januar 1984). (1984):
- Determination of temperature coefficients for bearing capacity analysis of permafrost beds. In: Soil Mechanics and Foundation Engineering, v. 49, n. 4 (September 2012). (2012):
- Calculation of the temperature of permafrost cooled by small-diameter heat siphons. In: Soil Mechanics and Foundation Engineering, v. 32, n. 5 (September 1995). (1995):
- Prediction of permafrost temperature in bed of structure from field data. In: Soil Mechanics and Foundation Engineering, v. 31, n. 6 (November 1994). (1994):
- Application of reliability theory to the computation of beds during construction using the method of permafrost stabilization. In: Soil Mechanics and Foundation Engineering, v. 24, n. 2 (März 1987). (1987):
- Thermophysical justification of construction based on the principle of retention of the frozen state of soils. In: Soil Mechanics and Foundation Engineering, v. 5, n. 5 (September 1968). (1968):
- Determining the reliability of foundation beds of buildings and other structures in permafrost. In: Soil Mechanics and Foundation Engineering, v. 13, n. 3 (Mai 1976). (1976):
- Experience with building construction and operation by the permafrost soil stabilization method. In: Soil Mechanics and Foundation Engineering, v. 24, n. 5 (September 1987). (1987):
- Determination of the Temperature Coefficient for Calculation of the Bearing Capacity of Permafrost Beds in a Changing Climate. In: Soil Mechanics and Foundation Engineering, v. 50, n. 1 (März 2013). (2013):
- Prediction of new formation of frozen soils and stability assessment of pile foundations in gas fields of Western Siberia. In: Soil Mechanics and Foundation Engineering, v. 33, n. 3 (Mai 1996). (1996):
- Approximate calculation of thaw depth in permafrost beneath a building of complex configuration. In: Soil Mechanics and Foundation Engineering, v. 33, n. 6 (November 1996). (1996):
- Consideration of temperature variation in determining the bearing capacity of permafrost beds. In: Soil Mechanics and Foundation Engineering, v. 34, n. 5 (September 1997). (1997):
- Reliability and durability of bases of engineering structures on permafrost soils under global climatic heating conditions. In: Soil Mechanics and Foundation Engineering, v. 30, n. 3 (Mai 1993). (1993):
- Ensuring the optimal heat regime for permafrost beds of building. In: Soil Mechanics and Foundation Engineering, v. 25, n. 1 (Januar 1988). (1988):
- Use of Low-Rise Building Foundations on Heat-Insulated Sand Pads in Permafrost Regions. In: Soil Mechanics and Foundation Engineering, v. 55, n. 2 (Mai 2018). (2018):