›› 2017, Vol. 38 ›› Issue (S2): 18-26.doi: 10.16285/j.rsm.2017.S2.003

• 基础理论与实验研究 • 上一篇    下一篇

木质素磺酸盐对兰州黄土力学性质的影响

侯 鑫1,2,马 巍1,李国玉1,穆彦虎1,周志伟1,王 飞1,2   

  1. 1. 中国科学院西北生态环境资源研究院(筹) 冻土工程国家重点实验室,甘肃 兰州 730000; 2. 中国科学院大学,北京 100049
  • 收稿日期:2017-04-14 出版日期:2017-11-23 发布日期:2018-06-05
  • 通讯作者: 马巍,男,1963年生,博士,研究员,博士生导师,主要从事岩土力学与工程方面的研究工作。E-mail:mawei@lzb.ac.cn E-mail:286693463@qq.com
  • 作者简介:侯鑫,男,1987年生,博士,从事黄土的工程性质及改良工作。
  • 基金资助:

    青藏高速公路修筑对冻土工程走廊的热力影响及环境效应(No.41630636);甘肃省黄土路基多级湿陷机理及防治技术推广应用研究(No.143GKDA007)。

Influence of lignosulfonate on mechanical properties of Lanzhou loess

HOU Xin1,2, MA Wei1, LI Guo-yu1, MU Yan-hu1, ZHOU Zhi-wei1, WANG Fei1,2   

  1. 1. State Key Laboratory of Frozen Soil Engineering, Northwest Institute of Eco-Environment and Resources, Chinese Academy of Sciences, Lanzhou, Gansu 730000, China; 2.University of Chinese Academy of Sciences, Beijing 100049, China
  • Received:2017-04-14 Online:2017-11-23 Published:2018-06-05
  • Supported by:

    This work was supported the Thermo-mechanical Influences and Environmental Effects of the Qinghai-Tibet Expressway's Building on the Permafrost Engineering Corridor(41630636) and Mechanisms of Multi-collapse of Loess Subgrade and its Mitigative Methods' Application in Gansu Province (143GKDA007).

摘要: 作为土壤改良的重要手段,化学加固利用化学材料与土体反应生成凝胶并胶结土粒达到固化目的。采用木质素磺酸盐进行黄土加固试验,开展界限含水率、导热系数试验、无侧限抗压强度试验、加卸载试验、应力松弛试验和X射线衍射等,研究了木质素磺酸盐固化黄土的物理性质和力学特征,从矿相角度探讨木质素磺酸盐的固化机制。结果表明,风干条件下木质素磺酸钠会造成黄土盐渍化,且对提高黄土强度没有显著的效果;木质素磺酸钙掺入黄土后,随着其掺量的增加,固化黄土的塑性指数和导热系数逐渐降低,强度明显增大,7 d龄期掺量为5%的木钙固化土无侧限抗压强度可以达到11.81 MPa,是素黄土的5.58倍;黄土的刚度在木质素磺酸钙的作用下显著提高,相同应变水平下所需能耗大幅度增加,同时其应力松弛程度也得到了改善。结合X射线衍射仪(XRD)测试结果,推测木质素磺酸钙能够与黄土中的黏土矿物反应,生成石英质和碳酸盐矿物,加强土粒间的硅质和钙质胶结,令土体结构更加密实,是值得深入研究的新型固化材料。

关键词: 黄土, 木质素磺酸盐, 单轴抗压强度, 加卸载试验, 应力松弛, X射线衍射

Abstract: As an important mean for soil reinforcement, chemical solidification can consolidate soil particles with the reaction of chemical materials. Lignosulfonates are used to consolidate loess. Based on the limit moisture content test, thermal conductivity test, uniaxial compressive strength test, loading-unloading test, stress relaxation test and x-ray diffraction, the physical property and mechanical properties of lignosulfonate solidified loess are studied; and then the reinforcement mechanism of lignosulfonate is analyzed from the angle of energy dissipation and mineral phase. The reaearch results show that under air-dry conditions sodium lignosulfonate aggravated salinization of loess, and show unsatisfactory effect on improving the strength of loess. But with the increase of calcium lignosulfonate’s dosage, the plasticity index and thermal conductivity of solidified loess reduced; and the strength of samples improved significantly. For instance, the uniaxial compressive strength of loess even reached 11.81 MPa with 5% addition amount of calcium lignosulfonate and the curing age of seven days. The stiffness of the solidified loess is significantly increased under the action of calcium lignosulfonate, under the same strain level the energy consumption is greatly increased and the rate of stress relaxation is improved. Results of X-ray diffraction tests assisted that calcium lignosulfonate can react with the clay minerals in the loess to produce quartz and carbonate minerals, so as to strengthen the siliceous and calcareous cementation between the soil particles; finally, make the soil structure more compact. It is a new type of curing material worthy of further study.

Key words: loess, lignosulfonate, uniaxial compressive strength, loading-unloading test, stress relaxation, X-ray diffraction

中图分类号: 

  • TU 441

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