岩土力学 ›› 2026, Vol. 47 ›› Issue (3): 951-966.doi: 10.16285/j.rsm.2025.0256CSTR: 32223.14.j.rsm.2025.0256

• 基础理论与实验研究 • 上一篇    下一篇

基于3D打印的毛竹全根系根−土复合体力学特性大型直剪试验研究

何俊斌1,豆红强2, 3,王浩2, 3,简文彬2, 3,郭朝旭3   

  1. 1. 福州大学 土木工程学院,福建 福州 350108;2. 福州大学 紫金地质与矿业学院,福建 福州 350108; 3. 福建省地质工程勘察院 福建省地质灾害重点实验室,福建 福州 350002
  • 收稿日期:2025-03-12 接受日期:2025-06-03 出版日期:2026-03-17 发布日期:2026-03-19
  • 通讯作者: 豆红强,男,1987年生,博士,副教授,主要从事区域地质灾害评估与预警等方面的教学与科研工作。E-mail: douhq@fzu.edu.cn
  • 作者简介:何俊斌,男,1999年生,博士研究生,主要从事地质灾害防治方面的研究。E-mail: hejunbinn@163.com
  • 基金资助:
    国家自然科学基金(No.42477165,No.U2005205);福建省自然科学基金(No.2023J01423);福建省科技厅社会发展引导性(重点)项目(No.2024Y0042)。

Large-scale direct shear test study on the mechanical properties of 3D-printed complete Moso bamboo root system-soil composite

HE Jun-bin1, DOU Hong-qiang2, 3, WANG Hao2, 3, JIAN Wen-bin2, 3, GUO Chao-xu3   

  1. 1. College of Civil Engineering, Fuzhou University, Fuzhou, Fujian 350108, China; 2. Zijin School of Geology and Mining, Fuzhou University, Fuzhou, Fujian 350108, China; 3. Fujian Key Laboratory of Geohazard Prevention, Geological Engineering Survey in Fujian Province, Fuzhou, Fujian 350002, China
  • Received:2025-03-12 Accepted:2025-06-03 Online:2026-03-17 Published:2026-03-19
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (42477165, U2005205), the Natural Science Foundation of Fujian Province (2023J01423) and the Guiding (Key) Project for Social Development of Fujian Provincial Department of Science and Technology (2024Y0042).

摘要: 当前有关植物根系固土力学特性的研究多局限于独立根群或根系局部样本。为探究根−土相互作用中根系整体的力学机制,基于对毛竹根系整体建模得到的毛竹全根系三维重建模型,以具备根系力学特性的类ABS光敏树脂为材料,借助3D打印技术制备毛竹全根系模型,藉此开展大型直剪试验以分析根−土复合体的力学特性。结果表明:根系形态结构对根−土复合体力学特性存在突出影响;在具备一定根系密度的截面,剪切荷载能够被整个根系共同承担;粗大的根系结构有助于动员整个根系共同抵抗剪切荷载;根系对土体黏聚力与内摩擦角都具有增强作用;在花岗岩残积土中,较高的垂向应力有助于根−土紧密接触,抗剪强度呈加速式增长。基于试验结果,提出一种全根系的根−土复合体抗剪强度计算经验公式。研究成果可为进一步揭示根−土力学作用机制提供科学依据,为根系固土试验研究提供新型可控可重复试验方法。

关键词: 根?土复合体, 3D打印, 大型直剪试验, 根?土相互作用, 根系固土模型

Abstract: Current research on the mechanical properties of plant root systems in soil reinforcement is mostly limited to isolated root groups or localized root samples. To explore the mechanical mechanism of root-soil interaction in the entire root system, a 3D reconstruction model of the complete root system of Moso bamboo was developed through holistic modeling of the Moso bamboo root system. Using ABS-like photosensitive resin, a material possessing mechanical properties similar to real roots, a complete root system model was fabricated by 3D printing technology. Large direct shear tests were conducted to analyze the mechanical properties of the root-soil composite. The results indicated that the morphology and structure of the root system significantly influences the mechanical properties of the root-soil composite. At cross-sections with sufficient root density, the shear load can be collectively borne by the entire root system. The robust root structure facilitates the mobilization of the entire root network to resist shear loads. The root system can enhance both the cohesion and internal friction angle of soil. In granite residual soil, higher vertical stress promotes close contact between the roots and soil, resulting in an accelerated increase in shear strength. Based on the experimental results, an empirical formula for calculating the shear strength of the complete root-soil composite system was proposed. The findings provide scientific evidence for further elucidating the mechanical interaction between roots and soil and introduce a novel, controllable, and repeatable experimental method for studying soil reinforcement effects of roots.

Key words: root-soil composite, 3D printing, large direct shear test, root-soil interaction, root reinforcement model

中图分类号: TU411
[1] 田威, 贾祎恒, 云伟, 余宸, 程续. 脲酶诱导碳酸钙沉积对3D打印类砂岩试样力学性能与微观结构的影响[J]. 岩土力学, 2026, 47(3): 767-779.
[2] 吴宜龙, 简文彬, 林昀昭, 朱祖腾, 郑国明. 根系衰亡对根-土复合体力学性能的影响[J]. 岩土力学, 2026, 47(1): 140-148.
[3] 沈扬, 沈嘉毅, 梁晖, 樊科伟. 基于3D打印技术的仿真钙质砂三轴试验研究[J]. 岩土力学, 2025, 46(8): 2353-2362.
[4] 王培涛, 黄浩, 张博, 王路军, 杨毅, . 基于3D打印的粗糙结构面模型表征及渗流特性试验研究[J]. 岩土力学, 2024, 45(3): 725-736.
[5] 罗国立, 张科, 齐飞飞, 朱辉, 张凯, 刘享华, . 基于3D打印的裂隙岩体力学特性尺寸效应及各向异性初探[J]. 岩土力学, 2023, 44(S1): 107-116.
[6] 田威, 王肖辉, 云伟, 程续. 基于不同后处理方法的砂型3D打印类岩石试样力学性能研究[J]. 岩土力学, 2023, 44(5): 1330-1340.
[7] 张涛, 徐卫亚, 孟庆祥, 王环玲, 闫龙, 钱坤, . 基于3D打印技术的柱状节理岩体试样 力学特性试验研究[J]. 岩土力学, 2022, 43(S2): 245-254.
[8] 齐飞飞, 张科, 谢建斌, . 基于DIC技术的含不同节理密度类岩石试件 破裂机制研究[J]. 岩土力学, 2021, 42(6): 1669-1680.
[9] 黄娜, 蒋宇静, 程远方, 刘日成, . 基于3D打印技术的复杂三维粗糙裂隙网络 渗流特性试验及数值模拟研究[J]. 岩土力学, 2021, 42(6): 1659-1668.
[10] 王本鑫, 金爱兵, 孙浩, 王树亮, . 基于DIC的含不同角度3D打印 粗糙交叉节理试样破裂机制研究[J]. 岩土力学, 2021, 42(2): 439-450.
[11] 王本鑫, 金爱兵, 王树亮, 孙浩, . 3D打印交叉节理试件力学破裂特性研究[J]. 岩土力学, 2021, 42(1): 39-49.
[12] 张科, 齐飞飞, 陈宇龙, . 基于3D打印和DIC技术的裂隙网络模型 变形破裂特征及填充物影响效应[J]. 岩土力学, 2020, 41(8): 2555-2563.
[13] 田威, 王震, 张丽, 余宸, . 高温作用后3D打印岩体试样力学性能初探[J]. 岩土力学, 2020, 41(3): 961-969.
[14] 金爱兵, 王树亮, 王本鑫, 孙浩, 陈帅军, 朱东风, . 基于DIC的3D打印交叉节理试件破裂机制研究[J]. 岩土力学, 2020, 41(12): 3862-3872.
[15] 崔溦, 邹旭, 李正, 江志安, 谢武, . 分形岩石裂隙中渗流扩散运动的试验研究[J]. 岩土力学, 2020, 41(11): 3553-3562.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!