岩土力学 ›› 2019, Vol. 40 ›› Issue (3): 962-970.doi: 10.16285/j.rsm.2018.2139

• 基础理论与实验研究 • 上一篇    下一篇

毛细水干湿循环作用下土遗址的强度特性 与孔隙分布特征

任克彬1, 2,王 博1,李新明3,尹 松3   

  1. 1. 郑州大学 水利与环境学院,河南 郑州 450001;2. 河南省文物建筑保护研究院,河南 郑州 450002; 3. 中原工学院 建筑工程学院,河南 郑州 450007
  • 收稿日期:2018-11-21 出版日期:2019-03-11 发布日期:2019-04-04
  • 通讯作者: 王博,男,1956年生,博士,教授,博士生导师,主要从事工程抗震等方面的研究工作。E-mail: wangbo@zzu.edu.cn E-mail:renkebin1986@163.com
  • 作者简介:任克彬,男,1986年生,博士研究生,主要从事岩土质文物的保护研究工作
  • 基金资助:
    国家自然科学基金项目(No.51579226,No.51509274,No.51709290)

Strength properties and pore-size distribution of earthen archaeological site under dry-wet cycles of capillary water

REN Ke-bin1, 2, WANG Bo1, LI Xin-ming3, YIN Song3   

  1. 1. School of Water Conservancy and Environment, Zhengzhou University, Zhengzhou, Henan 450001, China; 2. Henan Provincial Architectural Heritage Protection and Research Institute, Zhengzhou, Henan 450002, China; 3. School of Civil Engineering and Architecture, Zhongyuan University of Technology, Zhengzhou, Henan 450007, China
  • Received:2018-11-21 Online:2019-03-11 Published:2019-04-04
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (51579226, 51509274, 51709290).

摘要: 集中降雨及地下水位波动引起的毛细水作用是诱发中原地区粉土类遗址掏蚀、滑塌等病害的重要因素。为研究毛细水作用下其强度特性的劣化规律,以新密古城寨遗址粉土为研究对象,对自制土柱进行多次干湿循环后,取样进行固结排水剪切试验以研究其抗剪强度特性,并对部分土样进行核磁共振和扫描电镜测试以研究其微观结构特征。探讨后者与抗剪强度特性之间的关系。宏观试验结果表明,干湿循环作用对粉土应力?应变关系曲线形态的影响规律与围压相关;强度及黏聚力在首次干湿循环后增大,随后逐渐减小并趋于稳定,稳定值均低于原土样,而内摩擦角衰减幅度较小。因此,对于土遗址毛细水影响区域,建议采用干湿循环稳定后的力学参数进行相关计算。结合核磁共振及扫描电镜试验结果,发现造成粉土强度及黏聚力随干湿循环次数增加呈先强化后衰减变化规律的主要原因是,土的中孔孔隙体积先降低后缓慢增大,小孔孔隙体积逐渐增大,二者的调整作用致使土的总孔隙体积先减小后逐渐增大直至稳定。分析认为,粉土强度特性的干湿循环效应与黏粒“网架”1次干湿循环后的均匀收缩及后续循环中的破坏有关。

关键词: 土遗址, 干湿循环, 土柱, 强度特性, 核磁共振

Abstract: Concentrated rainfall and fluctuation of groundwater level are important factors to induce the sapping and collapse of silty soil earthen archaeological site in Central Plains. Six groups of soil column models with layered sampling function were subjected to different dry-wet cycles respectively for silty soil from earthen archaeological site at Guchengzhai in Xinmi. The samples prepared for consolidation drainage shear test, nuclear magnetic resonance (NMR) test and scanning electron microscope (SEM) test were taken from the soil column, and then the correlation between the mechanical properties and pore structure influenced by dry-wet cycles was studied. The results showed that the stress-strain curve shape of the silty soil under the influence of dry-wet cycles was related to confined stress. The shear strength and cohesion increased after the first dry-wet cycle, and then gradually decreased to be stable. The stable values were lower than those of the initial sample not experiencing dry-wet process. Also, the internal friction angle slightly changed. It was recommended that mechanical parameters of dry-wet circulation after stabilization should be used for the damage restoration project in earthen archaeological sites for areas frequently affected by water. Combined with the NMR and SEM test results, the main reason for the change of macroscopic mechanical properties was that with the increasing of dry-wet cycles, the intermediate pore volume of soil firstly decreased and then slowly increased to a steady state, while the small pore volume of soil gradually increased to a steady state. The total pore volume of soil firstly decreased and then gradually increased to a steady state due to the adjustment of the two types of pore. It is believed that the intrinsic mechanism lies in the uniform contraction of the clay “net frame” after one dry and wet cycle and the destruction of the clay “net frame” in the subsequent cycle caused by the special grain grading of silty soil.

Key words: earthen archaeological site, dry-wet cycles, soil column, strength properties, nuclear magnetic resonance

中图分类号: 

  • TU 411
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