Analysis of interaction of the deep bases and jointed rocky massifs at horizontal loadings
https://doi.org/10.26518/2071-7296-2015-4(44)-99-106
Abstract
This article considers the main factors affecting the bearing capacity and displacement of piles in rock under horizontal loads. The main methods for calculation of piles for horizontal loading are: analytical, empirical, numerical methods. Today, numerical methods of calculation that take into account many factors affecting on piles, are the most effective in the calculation of piles in rock under horizontal loads. The method of calculation, based on the application of numerical methods and the method of experiment planning, allows us to calculate the bearing capacity and deformation of piles taking into account the main factors influencing on piles in rock. When using the proposed method, solutions can be obtained by analytical method (when solving parametric equations) and graphical (using nomograms), which greatly facilitates the choice of the design parameters of the piles at the preliminary design stage.
About the Author
I. N. Khokhlov
Moscow State University of Civil Engineering (MGSU)
Russian Federation
Russian Federation
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Review
For citations:
Khokhlov I.N. Analysis of interaction of the deep bases and jointed rocky massifs at horizontal loadings. The Russian Automobile and Highway Industry Journal. 2015;(4(44)):99-106. (In Russ.) https://doi.org/10.26518/2071-7296-2015-4(44)-99-106
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