INFLUENCE OF PHASE COMPONENTS ON DEFORMATION LOESS SOILS IN THE BASE OF THE STAMP

Authors

  • Yuri Tugaenko Odessa State Academy of Civil Engineering and Architecture
  • Michael Marchenko Odessa State Academy of Civil Engineering and Architecture
  • Lyudmila Loginova Odessa State Academy of Civil Engineering and Architecture
  • Lyudmila Abuladze Odessa State Academy of Civil Engineering and Architecture

Keywords:

stamp, load, sediment, zone of deformation, phase components

Abstract

Soil settlement is the result of changes in the components of the phase under the influence of the external load.

 The paper estimated that part of the draft, which is due to seal static load. According to the research of deformations experienced in the grounds of stamps, folded loess soils show a redistribution of phase components during compaction.

Author Biographies

Yuri Tugaenko, Odessa State Academy of Civil Engineering and Architecture

Dr. Sc. (Eng.), Professor, Professor of the Department  of Bases and foundations

Michael Marchenko, Odessa State Academy of Civil Engineering and Architecture

Cand. Sc. (Eng.), Аssistant Professor, Аssistant Professor of the Department  of Bases and foundations

Lyudmila Loginova, Odessa State Academy of Civil Engineering and Architecture

Cand. Sc. (Eng.), Engineer, Аssistant Professor of the Department of Bases and foundations

Lyudmila Abuladze, Odessa State Academy of Civil Engineering and Architecture

engineer of the Department of bases and foundations

References

1. Герсеванов Н. М. Теоретические основы механики грунтов и их практические применения / Н. М. Герсеванов, Д. Е. Польшин.–М.: Стройиздат,1948. –274 с.
2. Лебедев А. Ф. Почвенные и грунтовые воды / А. Ф. Лебедев // Издание четвертое. – Изд-во Академии Наук СССР. – М. – Л. – 1936. – 314 с.
3. Приклонский В. А. Грунтоведение / В.А. Приклонский, Издание третье. – Ч.1. – М. –: Госгеолиздат, 1955. – 430 с.
4. Тугаенко Ю. Ф. Некоторые особенности уплотнения просадочных грунтов тяжелыми трамбовками / Ю. Ф. Тугаенко, Основания и фундаменты. – К.: Будівельник, 1969. – Вып. 2. – С. 99-103.
5. Тугаенко Ю. Ф. Методика определения параметров деформаций глинистых грунтов / Ю. Ф. Тугаенко, М. В. Марченко // Инженерная геология. – 1984. – №1. С.86 – 94.
6. Тугаенко Ю. Ф. Развитие деформаций в основаниях фундаментов, способы их ограничения и методы оценки / Ю. Ф. Тугаенко – Одесса: Астропринт, 2003. – 224 с.
7. Гольдштейн М. Н. Механические свойства грунтов / М. Н. Гольдштейн. – М: Стройиздат, 1973. – 375 с.

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Published

2015-06-25

How to Cite

[1]
Y. . Tugaenko, M. Marchenko, L. Loginova, and L. Abuladze, “INFLUENCE OF PHASE COMPONENTS ON DEFORMATION LOESS SOILS IN THE BASE OF THE STAMP”, СучТехнБудів, vol. 18, no. 1, pp. 52–60, Jun. 2015.

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Section

SOIL MECHANICS AND FOUNDATIONS

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