侯艺飞, 李萍, 肖涛, 郝瑞华. 2019: 固化剂加固黄土研究综述. 工程地质学报, 27(s1): 481-488. DOI: 10.13544/j.cnki.jeg.2019119
    引用本文: 侯艺飞, 李萍, 肖涛, 郝瑞华. 2019: 固化剂加固黄土研究综述. 工程地质学报, 27(s1): 481-488. DOI: 10.13544/j.cnki.jeg.2019119
    HOU Yifei, LI Ping, XIAO Tao, HAO Ruihua. 2019: REVIEW ON STRENGTHENING LOESS WITH CURING AGENTS. JOURNAL OF ENGINEERING GEOLOGY, 27(s1): 481-488. DOI: 10.13544/j.cnki.jeg.2019119
    Citation: HOU Yifei, LI Ping, XIAO Tao, HAO Ruihua. 2019: REVIEW ON STRENGTHENING LOESS WITH CURING AGENTS. JOURNAL OF ENGINEERING GEOLOGY, 27(s1): 481-488. DOI: 10.13544/j.cnki.jeg.2019119

    固化剂加固黄土研究综述

    REVIEW ON STRENGTHENING LOESS WITH CURING AGENTS

    • 摘要: 黄土由于特殊的成土环境、粒径分布和矿物成分而具有不良工程特性,比如高压缩性和强湿陷性。这种不良特性导致黄土地区灾害频发,需要对黄土进行加固才能满足工程建设的需求。利用固化剂加固黄土与传统方法相比具有省时省力、代价低效果好的优点,因而得到广泛关注。本文总结了目前被发现能有效改善黄土工程性质的多种固化剂,包括了纳米材料、无机硬化剂、有机高分子材料、生物酶以及生物矿化几大类。对各固化剂的物质组成、加固机理、加固效果和应用现状进行了详细阐述。纳米材料由于尺寸小、比表面积大,能够包裹土颗粒形成尺寸较小的集粒,填充粒间孔隙,从而增加土体密实度和均匀性。无机硬化剂在土中起胶结和填充作用。有机高分子材料通过离子交换作用破坏土颗粒表面的弱结合水膜,增大粒间引力,提高土体密实度。此外,有机高分子材料还具有胶结和填充作用。生物酶通过催化作用提高土中有机大分子活性,生成具有胶结和填充作用的有机质。生物矿化中微生物的代谢物(碳酸钙)均有填充孔隙和胶结土颗粒的作用。通过分析已有研究成果,我们认为黄土固化剂研究后期应注重以下方面:(1)固化剂加固效果的时效性;(2)固化剂在黄土工程中的应用,包括考虑工程条件差异性的施工工艺;(3)环境因素和固化剂加固黄土的相互作用。

       

      Abstract: Special soil genesis, grain-size distribution and mineral composition render loess soils poor engineering properties, such as high compressibility and strong collapsibility. This bad characteristic leads to frequent disasters in loess area, and loess needs to be strengthened in order to meet the needs of construction. Compared with traditional strengthening methods, the use of curing agent to reinforce loess soils has advantages of time-saving, labor-saving, low cost and good effect. For this reason, this method has received extensive attention. In this paper, a variety of curing agents which were found to be capable of improving the engineering properties of loess soils effectively are summarized, including nanomaterials, inorganic hardeners, organic polymer materials, biological enzymes and mineralized bacteria. The composition, reinforcement mechanism and reinforcement effect of each curing agent are detailed. Because of small size and large specific surface area, nanomaterials would wrap soil particles to form aggregates of small sizes, which would fill inter-particle or inter-aggregate pores, thus the soil density and uniformity are increased. Inorganic hardeners play the role of cementing and filling in the soil. Organic polymer materials destroy the weak bound water film on the surface of soil particles by ion exchange, the attraction between particles is then improved and the soil density is increased. In addition, organic polymer materials are cements and fillings in the soil structure. Biological enzymes improve the activity of organic macromolecules in the soil through catalysis, resulting inorganic films of cementing and water-blocking functions. Calcium carbonate, the metabolite of mineralized bacteria, would fill soil pores and connect soil particles. On the basis of an insight understanding of the existing researches, we believe that the study of strengthening loess should be paid more attention to:(1)timeliness of the reinforcement effect of curing agents; (2)the application of curing agents in loess engineering, including the construction technology taking account of the difference in engineering conditions; (3)the interaction between environmental factors and strengthening loess with curing agents.

       

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