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Singh, Manendra, Zargar, Moqin, Sharma, Vivek, Nath, Ritu. (1403). Non-Structural Slope Stabilization Using Biopolymers. , 16(1), 111-116. doi: 10.22044/jme.2024.14596.2752
Manendra Singh; Moqin Mushtaq Zargar; Vivek Kumar Sharma; Ritu Raj Nath. "Non-Structural Slope Stabilization Using Biopolymers". , 16, 1, 1403, 111-116. doi: 10.22044/jme.2024.14596.2752
Singh, Manendra, Zargar, Moqin, Sharma, Vivek, Nath, Ritu. (1403). 'Non-Structural Slope Stabilization Using Biopolymers', , 16(1), pp. 111-116. doi: 10.22044/jme.2024.14596.2752
Singh, Manendra, Zargar, Moqin, Sharma, Vivek, Nath, Ritu. Non-Structural Slope Stabilization Using Biopolymers. , 1403; 16(1): 111-116. doi: 10.22044/jme.2024.14596.2752

Non-Structural Slope Stabilization Using Biopolymers

Journal of Mining and Environment
مقاله 7، دوره 16، شماره 1، فروردین 2025، صفحه 111-116    اصل مقاله (7.03 M)
نوع مقاله: Original Research Paper
شناسه دیجیتال (DOI): 10.22044/jme.2024.14596.2752
نویسندگان
Manendra Singh* 1؛ Moqin Mushtaq Zargar* 1؛ Vivek Kumar Sharma1؛ Ritu Raj Nath2
1Dept. of Civil Engineering, NIT Hamirpur, 177005, Himachal Pradesh, India
2Analytics & Modeling Analyst, Moody’s RMS, India
چکیده
Non-structural slope stabilization techniques are gaining popularity for cost-affordability and environmental sustainability and are intended primarily to enhance the soil shear strength parameters. The present study evaluates the performance of three biopolymers: Guar Gum, Gellan Gum, and Xanthan Gum as slope stabilizers for a quintessential soil slope of a local district in the foothills of the Lesser Himalayas. The study measures the shear strength of biopolymer-treated soil at varying concentrations and moisture contents, and concludes that the soil shear strength is highly influenced by the concentration of biopolymer and the moisture content. The results demonstrate significant increase (48% and 7%) of the cohesion and friction angle of a particular biopolymer-treated sample for a specific moisture content. However, the addition of biopolymers to the soil also leads to a decrease in the permeability of the original sample. The study, in the next phase, numerically computes the Factor of Safety of the test-bed slope before and after the application of biopolymers, and observes that the addition of biopolymers in soil significantly increases (34%) the factor of safety at an optimum combination concentration and moisture content for all three biopolymers. This signifies their utility as non-structural slope stabilizers. By highlighting the improved shear strength of the biopolymer-treated soils, the study complements the current initiatives for non-structural slope stabilization and sustainable soil enhancement and adds to the new yet expanding body of information regarding long-term, non-structural slope stabilizing techniques.
کلیدواژه‌ها
Biopolymers؛ Non-structural slope stabilizer؛ Shear strength of soil؛ Himalayas
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