高聚类离子剂固化斜坡土体力学特性及抗冲刷试验研究

doi:10.11896/cldb.24100087

Abstract
Figure/Table
References
Related Citation (0)

Download:

Full Text ( PDF ) (28528KB)
Export: BibTeX | EndNote (RIS)

Abstract Slope surface instability and soil erosion of high steep slopes with clastic mass are the main types of ecological disasters in the southwest alpine mountains. Slope surface solidification is a common means to control the clastic slope instability, however, the existing soil curing agents are difficult to realize both the soil surface solidification and vegetation growth of the slope. To meet the need of ecological treatment of high steep slope with clastic mass, a new type of high polymer-ionic curing agent material was developed, which is composed of polymerization liquid and ionic curing agent. Through direct shear test and erosion test of solidified soil, the law of increasing strength (cohesion, internal friction angle, equivalent internal friction angle) of different types of soil after solidification with the concentration of curing agent and time was revealed. The law of soil erosion amounts under three curing methods:no curing, uniform curing and grouting curing was discussed. The test results show that the high polymer-ionic curing agent material can significantly increase the cohesion of soil, while its internal friction angle is little improved. High polymer-ionic curing agent is more likely to achieve sustained curing effect for the soil with a higher clay content, and the curing effect tends to be more significant with a higher curing agent concentration. Both uniform curing and grouting curing can significantly improve the anti-erosion ability of the slope. In order to reduce the disturbance of the soil structure of the slope, it is recommended to adopt the method of grouting solidification for the control of high steep slopes with clastic mass. The findings have guiding significance for ecological management and design of high steep slopes with clastic mass.

Key words： slope engineering high polymer-ionic curing agent equivalent internal friction angle slope erosion high steep slopes with clastic mass

Published: 10 December 2025 Online: 2025-12-03

CLC number:	S157.1
	U213.1+58

	Service
	E-mail this article
	Add to my bookshelf
	Add to citation manager
	E-mail Alert
	RSS
	Articles by authors
	ZHOU Yuntao
	LIANG Jiong

Cite this article:

ZHOU Yuntao,LIANG Jiong. Mechanics and Erosion Test of Slope Soil Stabilized by High Polymer-Ionic Curing Agent[J]. Materials Reports, 2025, 39(23): 24100087-9.

URL:

https://www.mater-rep.com/EN/10.11896/cldb.24100087 OR https://www.mater-rep.com/EN/Y2025/V39/I23/24100087

1 Xu W S, Gu J Y, Sun B Y, et al. Journal of Changjiang River Scientific Research Institute, 2023, 40(6), 77(in Chinese).
许文盛, 谷金钰, 孙宝洋, 等. 长江科学院院报, 2023, 40(6), 77.
2 Zhang H X, Zheng S Y, Xu B R. Research of Soil and Water Conservation, 2004, 11(3), 320(in Chinese).
张惠霞, 郑书彦, 徐伯荣. 水土保持研究, 2004, 11(3), 320.
3 Zhang X B. Bulletin of Soil and Water Conservation, 2019, 39(6), 302(in Chinese).
张信宝. 水土保持通报, 2019, 39(6), 302.
4 Kou M X. Journal of Gansu Agricultural University, 2013, 48(4), 110(in Chinese).
寇明旭. 甘肃农业大学学报, 2013, 48(4), 110.
5 Zhong Y J, Zhang X C, Yuan R, et al. Materials Reports, 2022, 36(14), 154(in Chinese).
钟玉健, 张晓超, 袁锐, 等. 材料导报, 2022, 36(14), 154.
6 Zhang G H, Niu J, Sun J W, et al. Soils, 2018, 50(1), 32(in Chinese).
张冠华, 牛俊, 孙金伟, 等. 土壤, 2018, 50(1), 32.
7 Li Q, Sun K W, Xu B, et al. Materials Reports, 2011, 25(5), 64(in Chinese).
李琴, 孙可伟, 徐彬, 等. 材料导报, 2011, 25(5), 64.
8 Niu X D, Yang G Q, Liu W C. Strategic Study of CAE, 2017, 19(6), 86(in Chinese).
牛笑笛, 杨广庆, 刘伟超. 中国工程科学, 2017, 19(6), 86.
9 Su C L. Journal of Highway and Transportation Research and Development, 2020, 37(2), 40.
苏成林. 公路交通科技, 2020, 37(2), 40.
10 Xu J, Wang Z C, Yi W F, et al. Highwai, 2018, 63(12), 252(in Chinese).
许军, 汪展翅, 易卫锋, 等. 公路, 2018, 63(12), 252.
11 Zhu Y P, Wang H, Liu D R, et al. Chinese Journal of Geotechnical Engineering, 2022, 44(Z1), 46(in Chinese).
朱彦鹏, 王浩, 刘东瑞, 等. 岩土工程学报, 2022, 44(Z1), 46.
12 Li J D, Wang X, Zhang Y J, et al. Materials Reports, 2021, 35(6), 6100(in Chinese).
李建东, 王旭, 张延杰, 等. 材料导报, 2021, 35(6), 6100.
13 Liu J, Bai Y X, Song Z Z, et al. Journal of Southeast University:Natural Science Edition, 2019, 49(3), 495(in Chinese).
刘瑾, 白玉霞, 宋泽卓, 等. 东南大学学报(自然科学版), 2019, 49(3), 495.
14 Zhang P, Wu M M, Dong J M, et al. Journal of Nanjing Tech University (Natural Science Edition), 2017, 39(4), 93(in Chinese).
张鹏, 吴咪咪, 董金梅, 等. 南京工业大学学报(自然科学版), 2017, 39(4), 93.
15 Ding X L, Zhang X C, Wang J Y. Bulletin of Soil and Water Conservation, 2015, 35(1), 159(in Chinese).
丁小龙, 张兴昌, 王建玉. 水土保持通报, 2015, 35(1), 159.
16 Li Z R, Feng X L, Jiang M H, et al. Mining Research and Development, 2024, 44(9), 167(in Chinese).
李争荣, 冯兴隆, 姜明归, 等. 矿业研究与开发, 2024, 44(9), 167.
17 Yang W L, Shi Y L, Mu P X, et al. Hydrogeology & Engineering Geology, 2022, 49(4), 117(in Chinese).
杨万里, 石玉玲, 穆鹏雪, 等. 水文地质工程地质, 2022, 49(4), 117.
18 Mu B J, Wang K H. Journal of Henan Agricultural University, 2020, 54(6), 1033(in Chinese).
母冰洁, 王康宏. 河南农业大学学报, 2020, 54(6), 1033.
19 Wu Z, Liu J, He Y, et al. Advances in Science and Technology of Water Resources, 2021, 41(5), 28(in Chinese).
吴忠, 刘瑾, 何勇, 等. 水利水电科技进展, 2021, 41(5), 28.
20 Li C Q, Liu Q B, Xiang W, et al. Journal of Changjiang River Scientific Research Institute, 2018, 35(8), 90(in Chinese).
李崇清, 刘清秉, 项伟, 等. 长江科学院院报, 2018, 35(8), 90.
21 Ministry of Water Resources of the People’s Republic of China. Standard for geotechnical testing method: GB/T 50123-2019. China Planning Press, China, 2019(in Chinese).
中华人民共和国水利部. 土工试验方法标准:GB/T 50123-2019. 中国计划出版社, 2019.
22 Yao W Y. Soil and Water Conservation in China, 1993(3), 21(in Chinese).
姚文艺. 中国水土保持, 1993(3), 21.