N. F. Bulankin
- Determination of the Pile Load Capacity of Collapsible Soils. In: Soil Mechanics and Foundation Engineering, v. 56, n. 6 (January 2020). (2020):
- A more precise definition of parameters for the design of piles driven in clayey soils of the Krasnoyarsk territory. In: Soil Mechanics and Foundation Engineering, v. 18, n. 3 (May 1981). (1981):
- Experience with Installation of Cast-In-Place Piles of Increased Bearing Capacity. In: Soil Mechanics and Foundation Engineering, v. 52, n. 1 (March 2015). (2015):
- Experience with drilled in-situ injected pile use in Krasnoyarsk. In: Soil Mechanics and Foundation Engineering, v. 46, n. 6 (November 2009). (2009):
- Investigation of peculiarities of the operation of compound pyramidal-prismatic piles. In: Soil Mechanics and Foundation Engineering, v. 31, n. 1 (January 1994). (1994):
- Installation of cast-in-place piles by pneumatic punchers. In: Soil Mechanics and Foundation Engineering, v. 32, n. 1 (January 1995). (1995):
- Foundation strengthening by piles constructed by means of pneumatic punches. In: Soil Mechanics and Foundation Engineering, v. 30, n. 4 (July 1993). (1993):
- Design of piles in soils prone to slump-type settlement. In: Soil Mechanics and Foundation Engineering, v. 50, n. 3 (July 2013). (2013):
- Use of Piles in Soils Prone to Slump-Type Settlement in the City of Krasnoyarsk. In: Soil Mechanics and Foundation Engineering, v. 51, n. 2 (May 2014). (2014):
- Engineering method of calculating pyramidal-prismatic piles under an impressing load. In: Soil Mechanics and Foundation Engineering, v. 34, n. 5 (September 1997). (1997):