This study aims to investigate the compressive and microstructural properties of loess before and after treatment with a new permeable polymer. To enhance the compressive properties of loess, specimens were infused with the new polymer, and one-dimensional consolidation tests were performed to assess the compressibility of solidified loess (SL) and unsolidified loess (UL) at different water contents. Additionally, the microstructure and pore morphology of UL and SL were examined using a scanning electron microscope (SEM) and the Particles (Pores) and Cracks Analysis System (PCAS). Statistical methods were employed to analyze the relationships between microstructural parameters and compression modulus. The experimental results demonstrate a significant improvement in the compressibility of loess when treated with the polymer. The complexity of pore structure and variability in pore size are reduced, leading to a more uniform pore distribution. Moreover, all microstructural parameters exhibit a strong correlation with the compression modulus. The results pertaining to the compressive and microstructural properties of loess reinforced with permeable polymer grouting can provide insights into the variations in the curing effect, serving as a theoretical foundation for the application of permeable polymer in loess treatment.
Experimental Study on Compressibility and Microstructure of Loess Solidified by Permeable Polymer
KSCE J Civ Eng
KSCE Journal of Civil Engineering ; 28 , 5 ; 1739-1752
2024-05-01
14 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Experimental Study on Microstructure and Hydraulic Performance of Bentonite Modified Loess
Springer Verlag | 2023
|Wiley | 2012
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