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Методика расчета по предельным состояниям свай, устроенных с применением разрядно-импульсной технологии
Быховцев, В. Е., Смородин, В. С., Прокопенко, Д. В., Bykhoutsev, V. E., Smorodin, V. S., Prokopenko, D. V.
method of the CIT-piles on the bearing capacity and deformations in nonlinear-deformable earth
Аналитический метод определения несущей способности сваи-РИТ в грунтовом основании
Прокопенко, Д. В., Быховец, В. Е., Киргинцева, С. В.
with application of resonance-pulse technology (CIT-pile) in the soil basis is offered at the account of its
Расчет рит-сваи по первому предельному состоянию
Прокопенко, Д. В., Быховцев, В. Е., Цурганова, Л. А.
The limiting bearing ability of a pile-cit in the nonlinear-deformed soil basis, taking
SOME RATIONAL METHOD OF OF RECONSTRUCTION OF FOUNDATIONS
Stasishina A.N., Abumahadi Mohamed
The choice of a rational, efficient method of strengthening pile foundations and bases
Расчет РИТ-сваи по первому предельному состоянию
Быховцев, В.Е., Прокопенко, Д.В., Цурганова, Л.А.
Calculation of piles-cit on the first limiting condition
Development of Methods for Anti-filtration Formations Destruction Inside a Heap Leach Pile
Tcharo H., Koulibaly M., Tchibozo F.KN.
of pregnant solutions flowing out from the heap leach pile.
Factors influencing the critical piles length in reinforced slope
Shooshpasha I., Amirdehi H.A., Kharun M.
In this research, the performance of a homogeneous slope reinforced with one row of piles
Laboratory Investigation of Load Incremental Effect on the Deformation of Clay Under Axially Loaded Modeled Circular Piles
Adejumo, T. W., Alhassan, M., Boiko, I. L.
on the deformation of clay under axially loaded modeled wooden circular piles in clay. The modeled piles consist
Fatigue Life Assessment of Integral Concrete Bridges with H Cross-Section Steel Piles Mounted in Water
Abdollahnia H., Alizadeh Elizei M.H., Reza Kashyzadeh K.
The main aim of the present research is to predict the fatigue life of H cross-section steel piles
Building security in the arctic region of eastern Siberia
Амельчугов, С. П., Гофман, О. В., Мицкевич, О. С., Данилович, Е. В.
have a great impact: effect from building operation, improper handling of pile-foundation (restricted

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