Deformed scheme for design of piles injected into predrilled holes
Tóm tắt
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.
Tài liệu tham khảo
V. M. Ulitskii, Geotechnical Conformation of Building Reconstruction on Weak Soils [in Russian], Saint Petersburg (1995).
Handbook on Elasticity Theory (for Civil Engineers) [in Russian], Budivel'nik, Kiev (1971).
Construction Rule and Regulation 2.02.03-85, Pile Foundations [in Russian].
A. B. Fadeev, V. N. Paramonov, P. I. Repina, L. A. Glybin, and K. G. Shashkin, Application of Finite-Element Method for Course Studies in Structural Disciplines: Educational Textbook [in Russian], GASU, Saint Petersburg (1997).
É. V. Kosterin, Beds and Foundations [in Russian], Vysshaya Shkola, Moscow (1990).