R. E. Khanin
- Designs of pile foundations of buildings constructed in seismic areas. In: Soil Mechanics and Foundation Engineering, v. 17, n. 1 (January 1980). (1980):
- Consideration of frost-heaving forces in designing pile foundations for cellular communications towers. In: Soil Mechanics and Foundation Engineering, v. 47, n. 1 (April 2010). (2010):
- Toward improvement of engineering-geologic explorations. In: Soil Mechanics and Foundation Engineering, v. 21, n. 2 (March 1984). (1984):
- Validity of methods used to determine the design load on a driven pile. In: Soil Mechanics and Foundation Engineering, v. 20, n. 1 (January 1983). (1983):
- Design experience with foundations of towers for cellular-communication antennas under various engineering and geologic conditions. In: Soil Mechanics and Foundation Engineering, v. 45, n. 2 (March 2008). (2008):
- Improved methods of delivery—Acceptance of pile foundations (for discussion). In: Soil Mechanics and Foundation Engineering, v. 29, n. 1 (January 1992). (1992):
- Use of cast-in-place piles in the foundation of a tower structure under complex soil conditions. In: Soil Mechanics and Foundation Engineering, v. 43, n. 5 (September 2006). (2006):
- On using large diameter cast-in-situ bored piles. In: Soil Mechanics and Foundation Engineering, v. 7, n. 3 (May 1970). (1970):
- Design and construction of a ring foundation for a radio-television tower. In: Soil Mechanics and Foundation Engineering, v. 44, n. 4 (July 2007). (2007):
- Bored-pile foundations for a pressed-frame KamAza plant. In: Soil Mechanics and Foundation Engineering, v. 9, n. 5 (September 1972). (1972):
- Experience in the design and construction of pile foundations composed of reinforced-concrete hollow circular sectional piles and shell piles. In: Soil Mechanics and Foundation Engineering, v. 10, n. 4 (July 1973). (1973):
- Technicoeconomic basis for selection of pile and pile-foundation designs. In: Soil Mechanics and Foundation Engineering, v. 13, n. 1 (January 1976). (1976):
- Experience with the use of hollow reinforced-concrete circular piles and pile shells and means of improving their effectiveness. In: Soil Mechanics and Foundation Engineering, v. 26, n. 4 (July 1989). (1989):
- Seismic stability of bases and foundations using the spitak earthquake as an example. In: Soil Mechanics and Foundation Engineering, v. 29, n. 6 (November 1992). (1992):
- Design of the pile foundation for the reserve coal storehouse of a thermal electric power plant in the chines people's republic. In: Soil Mechanics and Foundation Engineering, v. 36, n. 3 (May 1999). (1999):