4.7 Article

A novel study on hydro-mechanical characteristics of biopolymer-stabilized dune sand

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JOURNAL OF CLEANER PRODUCTION
卷 398, 期 -, 页码 -

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ELSEVIER SCI LTD
DOI: 10.1016/j.jclepro.2023.136518

关键词

Dune sand stabilization; Salep biopolymer; Taguchi planning; Unconfined strength; Permeability; CBR Strength

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This study used Salep biopolymer to stabilize dune sandy soil in the Kerman desert. The results showed that the highest dry unit weight was obtained with 5% replacement by weight of Salep biopolymer. The saturated CBR strength of the biopolymer-treated dune sand increased three times compared to untreated sand.
Dune sands have low shear strength due to weak particle structures and lack of bondings. Environmental challenges, sandstorms for instance, can be occurred by the wind. Therefore, it is necessary to stabilize dune sands using environmentally friendly materials. Biopolymers are one of the suitable options due to their envi-ronmental compatibility. In this study, Salep biopolymer has been used to stabilize the dune sandy soil of Kerman desert. Different factors, including biopolymer content (BC: 3%, 5%, 10%), curing period (CP: 3, 7, 14 days), curing temperature (CT: 25, 50, 70 degrees C), and sample condition (SC: dry, wet, optimum) were selected to evaluate the stabilization process. L9 orthogonal array and uniaxial strength were chosen as the experimental design and main response in Taguchi methodology, respectively. The results show the highest dry unit weight is obtained with 5% replacement by weight of Salep biopolymer. Signal to Noise (S/N) values show CT and SC factors significantly affect response. Also, the optimal values of the main factors are BC: 5%, CP: 7 days, CT: 50 degrees C, and SC: wet condition. Next, uniaxial strength, permeability and CBR tests were conducted on the optimal samples. The results show the uniaxial strength of the optimal stabilized sample with distilled water and buffer solution equal to 11.4 and 12.4 MPa, respectively. The permeability coefficient of stabilized samples in optimum con-ditions significantly reduced compared to untreated soil. Also, the unsaturated CBR strength in the optimal stabilized samples with distilled water and buffer solution increased by 12 and 13 times, respectively. The saturated CBR strength has risen about three times compared to untreated dune sand. Finally, the microstructural analysis revealed that increasing the contact surface of particles and filling the holes with Salep biopolymer effectively improved the hydro-mechanical properties of biopolymer-treated dune sand.

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