糯米浆-脲酶诱导碳酸钙联合加固砂土强度研究

doi:10.11896/cldb.25040239

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Abstract Reinforcing coarse-grained soils using the enzyme-induced carbonate precipitation (EICP) technique has a relatively low efficiency. To enhance its effectiveness, a green organic material—glutinous rice slurry—was introduced in this study to reinforce sand in combination with EICP. Unconfined compressive strength (UCS) tests were conducted on sand reinforced using the combined glutinous rice slurry and EICP me-thod (G-EICP). Combined with microstructural analyses (SEM, XRD, FTIR, and Micro-CT), the effects of glutinous rice slurry concentration, volumetric ratio, and soil relative density on the reinforcement efficacy were systematically investigated, and the reinforcement mechanism was elucidated. The results demonstrate that the strength of the G-EICP reinforced soil is maximized at a glutinous rice slurry concentration of 12%. The strength initially increases and subsequently decreases with increasing volumetric ratio of glutinous rice slurry, peaking at a volumetric ratio of 15%. Although glutinous rice slurry did not alter the crystalline form or quantity of calcium carbonate produced, the hydroxyl groups in its amy-lopectin component provided nucleation sites, thereby improving the reinforcement efficiency. Pore structure analysis revealed that the overall soil porosity decreased with increasing glutinous rice slurry volumetric ratio. The formation of weak planes and a reduction in strength occurred when the ratio exceeded 15%, resulting in pore uniformity and fractal dimension declining. The reinforcement mechanism of the G-EICP technique can be summarized into three synergistic modes, multiphase composite cementation, hierarchical optimized bridging, and surface modification coa-ting.

Key words： glutinous rice slurry EICP sand stabilization microscopic mechanism analysis CT scanning fractal dimension

Published: 10 March 2026 Online: 2026-03-10

CLC number:

TU411

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	Articles by authors
	WANG Jianye
	LI Xiao
	ZHANG Jin
	LU Shuang
	PENG Liyun
	WANG Dongyong

Cite this article:

WANG Jianye,LI Xiao,ZHANG Jin, et al. Study on the Strength Behavior of Sandy Soil Reinforced by Glutinous Rice Slurry Combined with Enzyme-induced Calcium Carbonate Precipitation[J]. Materials Reports, 2026, 40(5): 25040239-7.

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https://www.mater-rep.com/EN/10.11896/cldb.25040239 OR https://www.mater-rep.com/EN/Y2026/V40/I5/25040239

1 Shi L, Fang J M, Zhang J W, et al. Materials Reports, 2024, 38(23), 55(in Chinese).
石磊, 房佳明, 张建伟, 等. 材料导报, 2024, 38(23), 55.
2 Harkes, Marien P, van Paassen L A, et al. Ecological Engineering, 2010, 36(2), 112.
3 Bian H L, Ji P R, Wang J L, et al. Rock and Soil Mechanics, 2023, 44(10), 2779(in Chinese).
边汉亮, 吉培瑞, 王俊岭, 等. 岩土力学, 2023, 44(10), 2779.
4 Minto J M, Maclachlan E, Mountassir G, et al. Water Resources Research, 2016, 52(11), 8827.
5 Wu M, Gao Y F, He J, et al. Chinese Journal of Geotechnical Engineering, 2020, 42(10), 1914(in Chinese).
吴敏, 高玉峰, 何稼, 等. 岩土工程学报, 2020, 42(10), 1914.
6 Yasuhara H, Neupane D, Hayashi K, et al. Soils and Foundations, 2012, 52(3), 539.
7 Cui M J, Zheng J J, Lai H J. Rock and Soil Mechanics, 2016, 37(S2), 397(in Chinese).
崔明娟, 郑俊杰, 赖汉江. 岩土力学, 2016, 37(S2), 397.
8 Du Y Q, Sui X Z, Shi H, et al. Journal of Beijing Jiaotong University, 2023, 47(6), 147(in Chinese).
杜衍庆, 隋昕展, 师海, 等. 北京交通大学学报, 2023, 47(6), 147.
9 Shi S, Gao L, Cai X, et al. Computers and Geotechnics, 2020, 124, 103574.
10 Xiao Y, Tong L, Che H, et al. Construction and Building Materials, 2022, 344, 128242.
11 Xu J, Guo K Y, Chen Q, et al. Journal of Building Materials, 2024, 27(11), 1011(in Chinese).
徐晶, 郭坤宇, 陈庆, 等. 建筑材料学报, 2024, 27 (11), 1011.
12 An R, Deng C, Zhang X W, et al. Advanced Engineering Sciences, 2024, 56(3), 134(in Chinese).
安然, 邓成, 张先伟, 等. 工程科学与技术, 2024, 56(3), 134.
13 Zhu J H. Application of chitosan-modified EICP in repairing leakage of mountain tunnel lining. Master's Thesis, Henan University, China, 2022(in Chinese).
朱佳华. 壳聚糖改良EICP在山岭隧道衬砌渗漏修复中的应用研究. 硕士学位论文, 河南大学, 2022.
14 Yang F W, Zhang B J, Pan C C, et al. Chinese Science: Technology Sciences, 2009(1), 1(in Chinese).
杨富巍, 张秉坚, 潘昌初, 等. 中国科学:技术科学, 2009(1), 1.
15 Ji X J, Song M Q, Pang M. Building Technology, 2013, 44(6), 540(in Chinese).
纪晓佳, 宋茂强, 庞苗. 建筑技术, 2013, 44(6), 540.
16 Yue J W, Xing X X, Kong Q M, et al. Journal of Henan University (Natural Sciences), 2021, 51(4), 455(in Chinese).
岳建伟, 邢旋旋, 孔庆梅, 等. 河南大学学报(自然科学版), 2021, 51(4), 455.
17 Cui M, Fu X, Zheng J J, et al. Rock and Soil Mechanics, 2022, 43(11), 3027(in Chinese).
崔猛, 符晓, 郑俊杰, 等. 岩土力学, 2022, 43(11), 3027.
18 Wang J Y, Li X, Peng L Y, et al. Materials Reports, 2025, 39(11), 105(in Chinese).
王剑烨, 李肖, 彭丽云, 等. 材料导报, 2025, 39(11), 105.
19 De Silva P, Bucea L, Moorehead D R, et al. Cement and Concrete Composites, 2006, 28(7), 613.
20 Ashraf W, Olek J. Cement and Concrete Composites, 2018, 93, 85.
21 Xu S H, Xia M, Materials Reports, 2020, 34(16), 16140(in Chinese).
徐善华, 夏敏. 材料导报, 2020, 34(16), 16140.
22 Wang S, Jiang H, Wang W, et al. Bulletin of Engineering Geology and the Environment, 2024, 83(11), 472.
23 Zhao L N, Zhao X, Ren S X, et al. Acta Physico-Chimica Sinica, 2009(1), 47(in Chinese).
赵丽娜, 赵旭, 任素霞, 等. 物理化学学报, 2009(1), 47.
24 Yuan H, Sun F, Li J, et al. Acta Materiae Compositae Sinica, 2025, 42(5), 2753(in Chinese).
原华, 孙放, 李瑾, 等. 复合材料学报, 2025, 42(5), 2753.