Rock and Soil Mechanics ›› 2022, Vol. 43 ›› Issue (8): 2157-2164.doi: 10.16285/j.rsm.2022.0021

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Water retention characteristics of silt improved by three types of biopolymer

ZHANG Jun-ran, ZHAO Xin-xin, JIANG Tong   

  1. Henan Province Key Laboratory of Geomechanics and Structural Engineering, North China University of Water Resources and Electric Power, Zhengzhou, Henan 450046, China
  • Received:2022-01-06 Revised:2022-02-06 Online:2022-08-11 Published:2022-08-17
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (41602295), the Foundation for University Key Teacher by the Ministry of Education of Henan Province (2020GGJS-094) and the Key Scientific Research Projects of Colleges and Universities in Henan Province (21A410002).

Abstract: In the past, grey materials such as cement were used to build and reinforce embankments in the Yellow River basin to prevent soil erosion, which caused serious damage to ecological environment. In response to the national strategy of ecological protection and high-quality development of the Yellow River basin, environment-friendly biopolymers were used to improve the typical silt in the Yellow River basin. In this paper, the water retention characteristics of biopolymer-improved silt are measured with WP4C instrument, and the mechanism of biopolymers to improve the water retention characteristics of silt is analyzed from a microscopic point of view. Compared with unimproved soil, the water content of biopolymer modified silt after saturation increases, the void ratio increases, and the water holding capacity is significantly improved. The water retention capacities of the silts modified by xanthan gum, gellan gum and guar gum increase with increasing the gum content, and the improved effect of gellan gum surpasses those of xanthan gum and guar gum. The improvement mechanism can be explained that the biomolymer particles form hydrogel through hydration, filling the pores between particles and increasing the adhesion between particles. In addition, pore space similar to honeycomb structure is formed in the improved silt by xanthan gum and gellan gum to provide water storage space, thus improving the water retention characteristics of the improved soil. The above research results can provide a scientific basis for the safe and scientific application of biopolymer in the prevention and control of soil erosion in the Yellow River basin.

Key words: silt, xanthan gum, gellan gum, guar gum, water retention characteristic

CLC Number: 

  • TU 411.91
[1] ZHANG Chun-rui, JI Hong-guang, FU Zhen, ZHANG Yue-zheng, SONG Yu, TIAN Zhu-hua, FAN Wen-bo, . Influence of dolomite on the physical and mechanical properties of siltstone [J]. Rock and Soil Mechanics, 2025, 46(9): 2661-2675.
[2] HUANG Ying-hao, MAO Shuai-dong, ZHANG Juan, WANG Wen-chong, WANG Shuo, . Basic properties of lightweight convection-solidified silt backfill [J]. Rock and Soil Mechanics, 2025, 46(6): 1700-1708.
[3] WANG Meng-jie, ZHANG Sha-sha, YANG Xiao-hua, ZHANG Chao, YAN Chang-gen, . Dynamic characteristics of silty clay in flood irrigation areas under cyclic loading [J]. Rock and Soil Mechanics, 2025, 46(4): 1215-1227.
[4] ZHOU Bo-han, ZHANG Wen-li, WANG Dong, . Numerical study of ball penetrometer for predicting strength of overconsolidated soils [J]. Rock and Soil Mechanics, 2025, 46(4): 1303-1309.
[5] FARHAD Jamil, ZENG Chang-nü, MA Yuan, SHARAFAT Ali. Effect of initial consolidation inclination on strain development in saturated silty soil [J]. Rock and Soil Mechanics, 2025, 46(2): 527-538.
[6] PAN Chao-fan, ZHANG Chen, ZHANG Xing-xing, CAI Zheng-yin, WANG Xu-dong, . Creep characteristics and model of salinized silt [J]. Rock and Soil Mechanics, 2025, 46(11): 3383-3394.
[7] TANG Yi, CAI Shi-xing, CAI Zheng-yin. A prediction model of dynamic pore water pressure in microbially reinforced silty sand [J]. Rock and Soil Mechanics, 2025, 46(10): 3187-3196.
[8] WU Peng, CHEN Jian, FU Xiao-dong, HUANG Jue-hao, . Deformation characteristics and energy evolution pattern of both dry and saturated argillaceous siltstone under cyclic load applications [J]. Rock and Soil Mechanics, 2024, 45(S1): 195-207.
[9] FENG Shuai, CHEN Pan, ZHOU Jia-zuo, WEI Chang-fu, . The effect of occurrence environments on the mechanical behavior of methane hydrate-bearing sediments [J]. Rock and Soil Mechanics, 2024, 45(7): 1987-1999.
[10] WANG Kuan-jun, LIU Bin, MO Pin-qiang, LI Guo-yao, ZHU Qi-yin, SHEN Kan-min, HU Jing, . Computational model of CPTu considering temperature effect and drainage state of silt [J]. Rock and Soil Mechanics, 2024, 45(6): 1731-1742.
[11] WEN Lei, LIU Zhong, MA Xiao-hua, ZHANG Zhen, . Compressive bearing capacity and load transfer mechanism of stiffened deep cement mixing pile installed in silt [J]. Rock and Soil Mechanics, 2024, 45(2): 511-524.
[12] CHEN Bo-wen, LI Qi, TAN Yong-sheng, YU Tao, GAO Wen-bin, LI Xia-ying, SHEN Shai-cheng, . Experimental study on evolutionary characteristics of CO2 breakthrough pressure for mudstone caprock under different effective stresses [J]. Rock and Soil Mechanics, 2024, 45(12): 3681-3693.
[13] ZHOU Zheng-long, HUA Ling-xiao, XU Ling-yu, ZHAO Kai, WU Qi, CHEN Guo-xing, . Liquefaction flow characteristics of saturated silt under initial shear stress [J]. Rock and Soil Mechanics, 2024, 45(11): 3295-3303.
[14] HAN Shuang, TAN Yun-zhi, YANG Shu-han, MING Hua-jun, WU Jun, WANG Chong, XIAO Yu, . Method of using expanded perlite to regulate physico-mechanical properties of solidified sludge [J]. Rock and Soil Mechanics, 2024, 45(11): 3324-3332.
[15] ZHANG Feng, TANG Kang-wei, YIN Si-qi, FENG De-cheng, CHEN Zhi-guo, . Shear wave velocity and dynamic resilient modulus of frozen and thawed silty clay and their conversion relationship [J]. Rock and Soil Mechanics, 2023, 44(S1): 221-233.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!