›› 2018, Vol. 39 ›› Issue (4): 1337-1345.doi: 10.16285/j.rsm.2016.1017

• 基础理论与实验研究 • 上一篇    下一篇

基于孔径分布的全风化泥岩持水曲线推算

牛 庚1,孙德安1, 2,韦昌富1,颜荣涛1   

  1. 1. 桂林理工大学 广西岩土力学与工程重点实验室,广西 桂林 541004;2. 上海大学 土木工程系,上海 200444
  • 收稿日期:2016-05-06 出版日期:2018-04-11 发布日期:2018-06-06
  • 通讯作者: 孙德安,男,1962年生,博士,教授,主要从事土力学方面的研究工作。E-mail: sundean@shu.edu.cn E-mail:niugeng@mail.dlut.cn
  • 作者简介:牛庚,男,1991年生,博士研究生,主要从事非饱和土力学方面的研究工作。
  • 基金资助:

    国家自然科学基金项目(No. 11372078);广西岩土力学与工程重点实验室开放基金(No. 13-KF-03)。

Determination of water retention curve of fully weathered mudstone using its pore-size distribution

NIU Geng1, SUN De-an1, 2, WEI Chang-fu1, YAN Rong-tao1   

  1. 1. Guangxi Key Laboratory of Geomechanics and Geotechnical Engineering, Guilin University of Technology, Guilin, Guangxi 541004, China; 2. Department of Civil Engineering, Shanghai University, Shanghai 200444, China
  • Received:2016-05-06 Online:2018-04-11 Published:2018-06-06
  • Supported by:

    This work was supported by the National Natural Science Foundation of China (11372078) and the Open Fund of Guangxi Key Laboratory of Geomechanics and Getechnical Engineering (13-KF-03).

摘要: 采用压力板法、滤纸法和饱和盐溶液蒸气平衡法,分别对取自广西岑溪滑坡现场的全风化泥岩原状样进行了持水特性试验,得到全吸力范围内的持水曲线;用压汞试验测试经受不同吸力原状样的孔径分布,并用此分布曲线推算持水曲线。试验结果表明:全风化泥岩原状样的进气值为110 kPa,用3种方法可测得全风化泥岩的全吸力范围内的持水曲线。全风化泥岩原状样的孔隙大小分布可认为单峰结构,其孔隙的孔径主要分布在10~1 000 nm,但也有孔径在50~300 ?m范围内的小部分孔隙存在,主要因为原状样中存在少量的原生裂隙。利用3个经受过不同吸力土样的孔径分布分别推算其持水曲线,3条曲线组合与实测值比较表明,用一次压汞试验结果(孔径大小分布曲线)预测全吸力范围内的持水曲线精度较低,而选取各自吸力范围段的预测曲线组合而成全吸力范围持水曲线,与试验数据更为接近。

关键词: 持水曲线, 全风化泥岩, 压汞试验, 孔隙分布, 原状样

Abstract: Water retention of undisturbed fully weathered mudstone, from Dayezhen landslide at Cenxi city, Guangxi province, is measured using pressure plate method, filter paper method, and vapor equilibrium technique with saturated salt solution. The water retention curves in a large range of suction are obtained. Mercury intrusion porosimetry is used to measure the pore-size distribution of the intact samples under different suctions. The test results show that the air-entry value of the fully weathered intact samples is about 30 kPa and the water retention curve in the full suction range can be measured by three methods. The undisturbed natural specimens exhibit a unimodal pore-size distribution with a main range of 10-1 000 nm in diameter and a secondary pore diameter distribution of 100-300 μm due to occurrence of primary crack. By comparing the results of the mercury intrusion porosimetry tests on the mudstones experiencing three different suctions, a method for predicting the water retention curve of undisturbed specimens during drying is proposed, and the predicted results are compared with the measured values. The comparison shows that the combination of three predicted curves is closer to measured results of the mudstone in the full suction range. The predicted curve using single pore size distribution curve cannot match measured water retention curve correctly in the full suction range.

Key words: water retention curve, complete-intense weathering mudstone, mercury intrusion porosimetry, pore-size distribution, undisturbed specimen

中图分类号: 

  • TU 451

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