Conclusions
1. The use of small-section piles for the foundations of lightweight buildings and structures significantly reduces material consumption and labor outlays for their construction.
2. The technology and embedment equipment, as well as designs of small piles and pile foundations from these designs, which have been developed as a result of experimental construction, will make it possible to introduce these piles on a broader scale in construction practice.
3. The basic positions of Construction Norm and Regulation II-17-77 with the refinements proposed in this paper can be used to compute the bearing capacity of small-section piles subject to vertical and horizontal loads and for dynamic tests.
Similar content being viewed by others
Literature cited
Yu. G. Trofimenkov and A. A. Obodovskii, Pile Foundations for Residential and Industrial Buildings [in Russian], Stroiizdat, Moscow (1970).
K. S. Zavriev and G. S. Shpiro, Design of Foundations for Deeply Embedded Bridge Supports [in Russian], Transport, Moscow (1970).
K. S. Zavriev, "An approximate method of computing a pile's resistance to lateral loading and the determination of pile flexibility," Osn., Fundam. Mekh. Gruntov, No. 3 (1976).
B. N. Popov, Determining the Bearing Capacity of Single Piles [in Russian], Stroivoen-morizdat, Moscow (1948).
B. N. Popov, Determining the Bearing Capacity of Single Piles [in Russian], Stroivoen-morizdat, Moscow (1949).
Additional information
Deceased.
Scientific-Research Institute of Industrial Buildings and Structures. Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 1, pp. 6–8, January–February, 1981.
Rights and permissions
About this article
Cite this article
Goncharov, B.V., Faershtein, V.D., Asadullin, G.F. et al. Development of foundations of small-section piles and their introduction to construction. Soil Mech Found Eng 18, 5–9 (1981). https://doi.org/10.1007/BF01711053
Issue Date:
DOI: https://doi.org/10.1007/BF01711053