CALCULATION AND DERIGN OF FOUNDATIONS ON LYOSS SOIL BASES WITH VERTICAL ARMO – ELEMENTS (VAE)

Authors

  • Kurbonov Bakhodir Irkinovich, Doctor of Philosophy (PhD) in Technical Sciences, an Acting Associate Professor Samarkand State Architectural and Civil Engineering University (Uzbekistan),
  • Ortikov Shodiyor Assistant Teacher, Samarkand State Architectural and Civil Engineering University (Uzbekistan)

DOI:

https://doi.org/10.17605/OSF.IO/BPRMA

Keywords:

Vertical armo-element (VAE), foundation, ground, soil, loess, loessal (loessy)

Abstract

The research looks at bases with pile foundations, bases reinforced by vertical reinforcing elements, and bases made from compacted soil pads. The research presents the findings of the modeling of vertical armo-elements on loess subsiding soils and foundation pads. The authors propose techniques for computing the fundamental parameters of bearing armo-element capacity and foundation pad. The study also includes the outcomes of actual base and foundation construction using this technique in Uzbekistan's soil conditions.

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Published

2023-04-08

How to Cite

Kurbonov Bakhodir Irkinovich, & Ortikov Shodiyor. (2023). CALCULATION AND DERIGN OF FOUNDATIONS ON LYOSS SOIL BASES WITH VERTICAL ARMO – ELEMENTS (VAE). Emergent: Journal of Educational Discoveries and Lifelong Learning (EJEDL), 4(04), 29–35. https://doi.org/10.17605/OSF.IO/BPRMA

Issue

Vol. 4 No. 04 (2023): ejedl.academiascience

Section

Articles

License

Creative Commons License

This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.