Experience of Weak Soil Reinforcement by Soil-Cement Elements Manufactured by Deep Soil Mixing Technology

Authors

  • Mykola Zotsenko
  • Yuriyvynnykov .
  • Maksym Kharchenko

DOI:

https://doi.org/10.14419/ijet.v7i3.2.14577

Published:

2018-06-20

Keywords:

complex geological conditions, soil-cement element, weak soil, settling, strength, seismic stability, vertical steel tank, calculation scheme.

Abstract

Problematic issues of construction and operation in complex geotechnical conditions are systematized (subsiding and peaty soil, silt, filled, man-made soil, saturated, land sliding and seismically hazardous territories, densely developed areas) by the means of reinforcing soil massif by vertical soil-cement elements (SCE) using deep soil mixing (DSM) technology. The practical solution experience of highly efficient “man-made soil-cement base – foundation – structure†systems is shown by the example of complex geotechnical conditions under static and dynamic influences (including earthquakes and critical failure man-made loads), and excavation using SCE. A decreasing in a settlement of soil-cement bases of buildings by 2 – 4 times compared to natural soil massif and increasing in soil-cement mechanical features by 2.5 times has been established. The options of decreasing the seismic hazard (increasing the seismic stability of soil) for securing the emergency-free operation of oil storage vertical steel tank in case of the varying intensity earthquakes utilizing the man-made soil-cement base has been justified.

 

 

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How to Cite

Zotsenko, M., ., Y., & Kharchenko, M. (2018). Experience of Weak Soil Reinforcement by Soil-Cement Elements Manufactured by Deep Soil Mixing Technology. International Journal of Engineering & Technology, 7(3.2), 486–493. https://doi.org/10.14419/ijet.v7i3.2.14577
Received 2018-06-23
Accepted 2018-06-23
Published 2018-06-20