Evaluation of tensile strength characteristics of geosynthetic materials designed to ensure embankment stability

Authors

DOI:

https://doi.org/10.54355/tbus/3.2.2023.0036

Keywords:

geogrids, geosynthetic materials, strength testing, tensile testing, embankment

Abstract

This article highlights the significance of geogrids and geosynthetic materials in addressing geotechnical engineering challenges and provides a foundation for further research and advancements in this field. The article explores the role of geogrids and geosynthetic materials in modern geotechnical engineering. Geogrids are three-dimensional structures made of polymer materials with apertures or cells filled with soil or other materials. They are extensively utilized for soil reinforcement, erosion control, surface stability, and ensuring the durability of various geotechnical structures. Geosynthetic materials, in turn, are artificial materials produced from polymers and are used for soil filtration, separation, protection, and reinforcement. They find wide application in various geotechnical systems and constructions, including drainage systems, hydrological barriers, road construction, and airports. The article also describes the Strain-control method for testing geosynthetic materials, allowing for result adjustments relative to specimen dimensions. The research underscores the significance of geogrids and geosynthetic materials in contemporary engineering practice and provides a foundation for further investigations and developments in the field of geotechnics.

Downloads

Download data is not yet available.

Metrics

Metrics Loading ...

Author Biographies

Rauan Lukpanov, Solid Research Group, LLP, Astana, Kazakhstan

PhD, Professor, Scientific Supervisor

Duman Dyussembinov, Solid Research Group, LLP, Astana, Kazakhstan

Candidate of Technical Sciences, Associate Professor, Senior Researcher

 

Zhibek Zhantlesova, 1) Solid Research Group, LLP, Astana, Kazakhstan; 2) Department of Technology of Industrial and Civil Construction, L.N. Gumilyov Eurasian National University, Astana, Kazakhstan

1) Junior Researcher; 2) PhD Student

 

 

Aigerim Yenkebayeva, 1) Solid Research Group, LLP, Astana, Kazakhstan; 2) Department of Technology of Industrial and Civil Construction, L.N. Gumilyov Eurasian National University, Astana, Kazakhstan

1) Researcher; 2) PhD Student

 

References

Comparative analysis of design solutions of a reinforced railroad embankment using various calculation methods / A. Yenkebayeva // International Journal of GEOMATE. — 2021. — Vol. 21, No. 87. https://doi.org/10.21660/2021.87.j2324 DOI: https://doi.org/10.21660/2021.87.j2324

Prochnost i deformiruemost slabyh gruntov osnovanij, usilennyh armirovaniem / A.V. Melnikov, O.V. Khryanina, S.A. Boldyrev: Monograph. — Penza: PGUAS, 2014. — 176 p.

Metodicheskie ukazaniya po primeneniyu geosinteticheskih materialov v dorozhnom stroitelstve / NIODTS. — Moscow: MADI-TU, 2001.

A New Structure of Geotextile Called Soil Nets for Reinforcement / B.-B. Xiong, B. Tian, X. Lu, B.-F. Chen // Advances in Materials Science and Engineering. — 2017. — Vol. 2017. — P. 1–9. https://doi.org/10.1155/2017/9518593 DOI: https://doi.org/10.1155/2017/9518593

ASTM D5321-12 Standard Test Method for Determining the Shear Strength of Soil-Geosynthetic and Geosynthetic-Geosynthetic Interfaces by Direct Shear. — 2012.

Reinforced Embankments for the Causeway for a North Wales Bridge Project / P. Guerra-Escobar // Geosynthetics. — 2020. — Vol. 38, No. 5. — P. 11–17.

Experimental and Numerical Modelling of a Reinforced Structure / R.E. Lukpanov, T. Awwad // Advances in Geosynthetics Engineering: Sustainable Civil Infrastructures. — Cham: Springer International Publishing, 2019. — P. 1–11. https://doi.org/10.1007/978-3-030-01944-0_1 DOI: https://doi.org/10.1007/978-3-030-01944-0_1

Testing geosynthetic materials on fracture durability for optimal projecting of armed basements / A.S. Ovcharov, D.G. Zolotozubov // PNRPU Bulletin. Urban development. — 2012. — Vol. 6, No. 2. — P. 73–81.

Downloads

Published

2023-06-30

How to Cite

Lukpanov, . R., Dyussembinov, D., Zhantlesova, Z., & Yenkebayeva, A. (2023). Evaluation of tensile strength characteristics of geosynthetic materials designed to ensure embankment stability. Technobius, 3(2), 0036. https://doi.org/10.54355/tbus/3.2.2023.0036

Issue

Section

Articles

Categories