岩土力学 ›› 2025, Vol. 46 ›› Issue (5): 1573-1580.doi: 10.16285/j.rsm.2024.1040CSTR: 32223.14.j.rsm.2024.1040

• 基础理论与实验研究 • 上一篇    下一篇

聚丙烯酰胺对酶诱导碳酸盐沉淀固沙效果影响

吴林玉1,缪林昌2,孙潇昊2   

  1. 1. 武汉轻工大学 土木工程与建筑学院,湖北 武汉 430023;2.东南大学 交通学院,江苏 南京 211189
  • 收稿日期:2024-08-22 接受日期:2024-10-10 出版日期:2025-05-06 发布日期:2025-05-07
  • 作者简介:吴林玉,女,1994年生,博士,讲师,主要从事生物岩土技术方面的研究。E-mail: 22113073@whpu.edu.cn
  • 基金资助:
    宁夏科学技术厅重点研发计划资助项目(No. 2020BFG02014);武汉轻工大学科研资助项目(No. 2024Y28)。

Effect of polyacrylamide on sand solidification using enzyme-induced carbonate precipitation

WU Lin-yu1, MIAO Lin-chang2, SUN Xiao-hao2   

  1. 1. School of Civil Engineering and Architecture, Wuhan Polytechnic University, Wuhan, Hubei 430023, China; 2. Transportation School, Southeast University, Nanjing, Jiangsu 211189, China
  • Received:2024-08-22 Accepted:2024-10-10 Online:2025-05-06 Published:2025-05-07
  • Supported by:
    This work was supported by the Key Research and Development Program of Science and Technology Department of Ningxia (2020BFG02014) and the Research Program of Wuhan Polytechnic University (2024Y28).

摘要:

为提高酶诱导碳酸盐沉淀(enzyme-induced carbonate precipitation,简称EICP)技术固化风积沙效果,将EICP技术与聚丙烯酰胺(polyacrylamide,简称PAM)联合用于沙土固化。首先研究了PAM对脲酶活性及碳酸钙生成量的影响,然后通过固沙试验确定了PAM的适宜添加量,采用风洞试验对比了EICP和EICP+PAM固化风积沙的抗风蚀能力,并探究了PAM对EICP固沙保水性和吸水性影响。结果表明:研究浓度范围内(0~1 g/L)PAM对脲酶活性及碳酸钙产量影响较小。随PAM浓度增大,沙样的表面强度及硬壳层厚度均呈先增大后减小的趋势,PAM浓度为0.6 g/L时,沙样表面强度及硬壳层厚度最大,因此,将0.6 g/L作为PAM的适宜浓度。相比EICP固化沙土,EICP+PAM固化沙土的抗风蚀能力增强,30 m/s风速下EICP+PAM固化沙的风蚀速率仅为13.28 g/(m2·min)。此外,添加PAM后固化沙土表面硬壳的保水性及长期稳定性更好,表明PAM与EICP技术结合可有效提高固化风积沙性能。

关键词: 酶诱导碳酸盐沉淀, 聚丙烯酰胺, 风积沙固化, 表面强度, 风蚀速率

Abstract:

To enhance the effectiveness of the enzyme-induced carbonate precipitation (EICP) technique in solidifying aeolian sand, EICP was combined with polyacrylamide (PAM). Initially, the effects of PAM on urease activity and calcium carbonate production were examined, followed by determining the optimal PAM concentration through sand solidification tests. A wind tunnel test compared the wind erosion resistance of aeolian sand solidified by EICP and EICP+PAM, while the impacts of PAM on EICP water retention and absorption were also assessed. The results show that PAM has a minimal effect on urease activity and calcium carbonate production within the studied concentration range (0−1 g/L). As PAM concentration increases, the surface strength and crust thickness of sand specimens initially rise and then decline. When the PAM concentration is 0.6 g/L, both parameters reach their maximum, identifying 0.6 g/L as the optimal PAM concentration. The wind erosion resistance of sand solidified by EICP+PAM is superior to that of sand solidified by EICP alone. The wind erosion rate of EICP+PAM solidified sand is merely 13.28 g/(m2·min) at a wind speed of 30 m/s. Additionally, the surface crust of PAM-enhanced solidified sand provides improved water retention and long-term stability, suggesting that combining PAM with EICP technology effectively enhances the performance of solidified aeolian sand.

Key words: enzyme-induced carbonate precipitation, polyacrylamide, aeolian sand solidification, surface strength, wind erosion rate

中图分类号: TU 411
[1] 杜常博, 张程玮, 梁冰, 易富, 张相国, 李江山, 孙琦, 黄惠杰, . 壳聚糖协同EICP固化/稳定化石墨尾矿性能及机制研究[J]. 岩土力学, 2025, 46(10): 3143-3156.
[2] 张荣, 卢正, 刘杰, 赵阳, 冯一诺, . 矿渣+粉煤灰+聚丙烯酰胺固化硫酸盐渍土的物理力学性能[J]. 岩土力学, 2024, 45(S1): 123-132.
[3] 曹光辉, 刘士雨, 蔡燕燕, 俞缙, 孙志龙, . 靶向激活产脲酶微生物联合酶诱导碳酸盐沉淀 加固陆域吹填海砂试验研究[J]. 岩土力学, 2022, 43(8): 2241-2252.
[4] 崔 凯,谌文武,张景科,韩文峰,梁收运. 多元层状边坡土体风蚀速率与微结构参数关系[J]. , 2009, 30(9): 2741-2746.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!