Study on Evaluation and Prediction Model of Long-term Mechanical Properties of Fine-grained Saline Soil Subgrade

Authors

  • Ruheiyan Muhemaier 1) Architectural Engineering Institute, Xinjiang University, Urumqi Xinjiang 830046, China 2) School of Road and Bridge Engineering, Xinjiang Vocational and Technical College of Communications, Urumqi Xinjiang 831401, China
  • Mao Wei School of Road and Bridge Engineering, Xinjiang Vocational and Technical College of Communications, Urumqi Xinjiang 831401, China
  • Liu Xuejun Surveying and Geotechnical Division, Xinjiang Building Science Research Institute Co., LTD, Urumqi Xinjiang 830002, China
  • Xie Liangfu Architectural Engineering Institute, Xinjiang University, Urumqi Xinjiang 830046, China
  • Ren Zulin Architectural Engineering Institute, Xinjiang University, Urumqi Xinjiang 830046, China

DOI:

https://doi.org/10.13052/ejcm2642-2085.3353

Keywords:

Fine-grained saline soil, mechanical properties, predictive models, modulus of compression

Abstract

In this thorough examination, we dive deep into the long-lasting mechanical characteristics of fine-grained saline soil subgrades, aspiring to establish a precise and reliable collection of predictive models. Our objective is to provide a solid scientific footing for the design and ongoing upkeep of road networks within saline soil environments. Analyzing prolonged monitoring data across diverse highway subgrades within a prototypical saline soil locale, we unveil the intricate temporal fluctuations and environmental sensitivities of the soil’s mechanical properties under continuous load. Precisely, the subgrade’s compressive modulus dwindled by 15%, while shear strength declined by 8% over a five-year period. These trends intensify during rainy and scorching seasons, with drops surpassing 20% and 12% respectively. Leveraging this intricate data, we deploy nonlinear regression analysis and sophisticated machine learning algorithms to construct a predictive model tailored for the long-term mechanical properties of fine-grained saline soil roadbeds. This model integrates a multitude of factors, including load duration, temperature, humidity, and more, delivering accurate forecasts of key subgrade indicators like compressive modulus, shear strength, and beyond. In the verification stage, compared with the measured data, the error rate of the model prediction results is controlled within 5%, showing high prediction accuracy and stability. In addition, we also carried on the sensitivity analysis to the model, found that the load size and the duration of the impact on the mechanical properties of the roadbed is the most significant. Therefore, in the design of road engineering in saline soil areas, the influence of these factors should be fully considered, and reasonable engineering measures should be taken to ensure the safety and durability of roads. This study not only provides effective data support for the long-term mechanical performance evaluation of fine-grained saline soil roadbed, but also provides an important theoretical reference for engineering practice in related fields.

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Author Biographies

Ruheiyan Muhemaier, 1) Architectural Engineering Institute, Xinjiang University, Urumqi Xinjiang 830046, China 2) School of Road and Bridge Engineering, Xinjiang Vocational and Technical College of Communications, Urumqi Xinjiang 831401, China

Ruheiyan Muhemaier is now a doctoral candidate at Xinjiang University. He is mainly engaged in ecological geology and disaster geology. Presided over 1 project of Natural Science Foundation of Xinjiang Uygur Autonomous Region, participated in 3 projects of natural Science Foundation, published more than 10 papers, and authorized 5 patents.

Mao Wei, School of Road and Bridge Engineering, Xinjiang Vocational and Technical College of Communications, Urumqi Xinjiang 831401, China

Mao Wei is a professor and senior engineer of Xinjiang Vocational and Technical College of Communications. He graduated from China University of Geosciences (Wuhan) with a PhD in Geological engineering. He is a master’s supervisor of Xinjiang University. He is mainly engaged in research work in engineering geology, disaster geology and tunnel geotechnical.

Liu Xuejun, Surveying and Geotechnical Division, Xinjiang Building Science Research Institute Co., LTD, Urumqi Xinjiang 830002, China

Liu Xuejun is a senior engineer, Registered civil engineer, the first Master of Engineering Survey and Design in Xinjiang Uygur Autonomous Region, the Chinese Construction craftsman, the Outstanding Civil Engineer in Central and Western China, the leading scientific and technological innovation talent of “Tianshan Talents” in Xinjiang Uygur Autonomous Region, the chief expert, Deputy chief engineer and the head of the postdoctoral workstation of Xinjiang Academy of Building Science (Co., LTD.), Deputy General manager and Chief Engineer of Geotechnical Investigation Division, Director and chief scientist of Geotechnical Engineering Technology Research Center with Special Conditions in Xinjiang Uygur Autonomous Region.

Xie Liangfu, Architectural Engineering Institute, Xinjiang University, Urumqi Xinjiang 830046, China

Xie Liangfu, professor, Dean of the School of Civil Engineering and doctoral Supervisor of Xinjiang University, is engaged in the research of slope geological disaster prevention, geotechnical numerical simulation, underground engineering surrounding rock stability evaluation, etc. In the past five years, he has presided over 2 national natural science fund projects and 3 provincial and ministerial level projects, published 1 academic monographs, and published more than 20 high-level papers.

Ren Zulin, Architectural Engineering Institute, Xinjiang University, Urumqi Xinjiang 830046, China

Ren Zulin graduated from Taiyuan University of Technology in June 2022, is currently a master’s student in Civil Engineering at Xinjiang University, mainly engaged in research on the mechanical properties of special geotechnical engineering.

References

Akbari, P., Zamani, M., and Mostafaei, A. Machine learning prediction of mechanical properties in metal additive manufacturing. Additive Manufacturing, vol. 91, pp. 104320, 2024.

Han, J., Dong, G., Li, S., Zheng, J., Wang, J., Li, H., Starostenkov, M. D., and Bi, J. Uneven distribution of cooling rate, microstructure and mechanical properties for A356-T6 wheels fabricated by low pressure die casting. Journal of Manufacturing Processes, vol. 127, pp. 196–210, 2024.

Huo, X., Wang, P., Wang, S., Guo, R., and Wang, Y. Experimental study on the mechanical properties and impermeability of basalt-PVA hybrid fibre reinforced concrete. Case Studies in Construction Materials, vol. 21, pp. e03646, 2024.

Kong, Z., Wang, X., Hu, N., Jin, Y., Tao, Q., Xia, W., Lin, X.-M., and Vasdravellis, G. Mechanical properties of SLM 316L stainless steel plate before and after exposure to elevated temperature. Construction and Building Materials, vol. 444, pp. 137786, 2024.

Li, H., Wei, Y., Du, H., Chen, J., and Zhang, Y. Comparative experimental investigation on mechanical properties of bamboo scrimber and SPF. Structures, vol. 67, pp. 106993, 2024.

Miao, X., Hu, J., Xu, Y., Su, J., and Jing, Y. Review on mechanical properties of metal lattice structures. Composite Structures, vol. 342, pp. 118267, 2024.

Pradeep, V., Kumar, P., and Reddy, I. R. Investigation on mechanical properties and wear behavior of basalt fiber and SiO2 nanofillers reinforced composites. Results in Engineering, vol. 23, pp. 102722, 2024.

Sadeghzadeh, S., Badrinezhad, L., and Eshkalak, K. E. Mechanical properties of C3N-BN hybrid nanosheets: Insights from molecular dynamics simulations. Diamond and Related Materials, vol. 147, pp. 111323, 2024.

Shao, K., Zhen, Z., Gao, R., Song, M., Zhang, L., and Zhang, X. Comparative experimental study of the effect of loading rate on the typical mechanical properties of bubble and clear ice cubes. Experimental Thermal and Fluid Science, vol. 159, pp. 111264, 2024.

Sohrabian, M., Vaseghi, M., Eslamloo, S. R., Sameezadeh, M., Arab, B., and Moradi, F. Molecular dynamics study on mechanical properties of polycaprolactone/bioactive glass nanocomposites. Computational Materials Science, vol. 243, pp. 113098, 2024.

Wang, B., Li, N., Bao, Q., Cheng, S., Feng, J., Li, M., Wang, N., Wang, Z., Jiang, B., Chen, L., Hong, H., and Jian, X. Graphene at different scales to synergistically optimize the thermal and mechanical properties of CF/PPBESK composites. Composites Part B: Engineering, vol. 284, pp. 111692, 2024.

Wang, Y., Zhang, Q., Pan, N., Xu, Y., Lu, D., Cai, J., and Feng, J. Mechanical properties of hoberman radially retractable roof structures. Thin-Walled Structures, vol. 203, pp. 112176, 2024.

Wang, Z., Bai, E., Liang, L., Du, Y., and Liu, C. Comparison of dynamic mechanical properties of carbon fiber and graphene oxide grafted carbon fiber modified concrete. Journal of Building Engineering, vol. 94, pp. 109989, 2024.

Bai, Y., Arulrajah, A., Horpibulsuk, S., and Zhou, A. Geopolymer stabilization of carbon-negative gasified olive stone biochar as a subgrade construction material. Construction and Building Materials, vol. 442, pp. 137617, 2024.

Chen, J., Zhang, Y., Hou, Y., and Han, B. Study on mechanical properties and microstructure of improved saline soil subgrade filler. Case Studies in Construction Materials, vol. 20, pp. e03014, 2024.

Cui, G., Liu, Z., Ma, S. xian, and Cheng, Z. Dynamic characteristics of carbonate saline soil under freeze–thaw cycles in the seaonal frozen soil region. Alexandria Engineering Journal, vol. 81, pp. 384–394.

Hao, J., Cui, X., Bao, Z., Jin, Q., Li, X., Du, Y., Zhou, J., and Zhang, X. Dynamic resilient modulus of heavy-haul subgrade silt subjected to freeze-thaw cycles: Experimental investigation and evolution analysis. Soil Dynamics and Earthquake Engineering, vol. 173, pp. 108092, 2024.

Liu, Z., He, Z., Zhang, W., and Luo, S. Laboratory test and prediction model of dynamic resilient modulus of carbonaceous mudstone coarse-grained soil. Case Studies in Construction Materials, vol. 18, pp. e01887, 2023.

Niu, X., and Yao, Y. Resilient modulus experiment of subgrade soil on different wetting–drying and salt washing–supplying paths. Transportation Geotechnics, vol. 28, pp. 100512, 2021.

Peng, S., Wang, F., Li, X., and Fan, L. Experimental research on employed expanded polystyrene (EPS) for lightened sulfate heave of subgrade by thermal insulation properties. Geotextiles and Geomembranes, vol. 48(4), pp. 516–523, 2020.

Razouki, S. S., and Kuttah, D. K. Behaviour of fine-grained gypsum-rich soil under triaxial tests. Proceedings of the Institution of Civil Engineers – Construction Materials, vol. 174(5), pp. 240–248, 2019.

Shah, R., and Mir, B. A. Effect of varying pore water salinity on frost susceptibility behaviour of soils. Transportation Geotechnics, vol. 35, pp. 100776, 2022.

Shen, J., Wang, Q., Chen, Y., Zhang, X., Han, Y., and Liu, Y. Experimental investigation into the salinity effect on the physicomechanical properties of carbonate saline soil. Journal of Rock Mechanics and Geotechnical Engineering, vol. 16(5), pp. 1883–1895, 2024.

Song, L., Chen, S., Wang, C., Wen, P., and Chen, H. Engineering properties on salt rock as subgrade filler in dry salt lake: Water retention characteristics and water migration patterns. Construction and Building Materials, vol. 406, pp. 133414, 2023.

Wang, F., Peng, S., Fan, L., and Li, Y. Mechanism of pore relative humidity on salt swelling characteristics in sulfate saline soil. Alexandria Engineering Journal, vol. 61(6), pp. 4963–4976, 2022.

Wang, Z., Zhu, J., and Ma, T. Review on monitoring of pavement subgrade settlement: Influencing factor, measurement and advancement. Measurement, vol. 237, pp. 115225, 2024.

Ying, Z., Cui, Y.-J., Benahmed, N., and Duc, M. Salinity effect on the compaction behaviour, matric suction, stiffness and microstructure of a silty soil. Journal of Rock Mechanics and Geotechnical Engineering, vol. 13(4), pp. 855–863, 2021.

Zhou, Z., Li, G., Shen, M., and Wang, Q. Dynamic responses of frozen subgrade soil exposed to freeze-thaw cycles. Soil Dynamics and Earthquake Engineering, vol. 152, pp. 107010, 2022.

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Published

2024-10-27

How to Cite

Muhemaier, R. ., Wei, M. ., Xuejun, L. ., Liangfu, X. ., & Zulin, R. . (2024). Study on Evaluation and Prediction Model of Long-term Mechanical Properties of Fine-grained Saline Soil Subgrade. European Journal of Computational Mechanics, 33(05), 483–506. https://doi.org/10.13052/ejcm2642-2085.3353

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Section

Data-Driven Modeling and Simulation – Theory, Methods & Applications