长江科学院院报 ›› 2016, Vol. 33 ›› Issue (10): 116-120.DOI: 10.11988/ckyyb.20150689

• 岩土工程 • 上一篇    下一篇

基于核磁共振技术的疏浚淤泥固化土孔隙水含量及分布研究

程福周1,雷学文1,孟庆山2,陈洁1,3   

  1. 1.武汉科技大学 城市建设学院,武汉 430065;
    2.中国科学院武汉岩土力学研究所 岩土力学与工程国家重点试验室,武汉 430071;
    3.仲恺农业工程学院 城市建设学院,广州 510225
  • 收稿日期:2015-08-17 出版日期:2016-10-20 发布日期:2016-10-17
  • 作者简介:程福周(1989-),男,湖北黄冈人,硕士研究生,主要从事湖泊环保疏浚、淤泥固化方面的研究,(电话)15671682531(电子信箱)1459024673@qq.com。
  • 基金资助:
    湖北省自然科学基金青年杰出人才项目(2011CDA105)

Pore Water Content of Solidified Dredging Silt and Its Distribution Based on Nuclear Magnetic Resonance

CHENG Fu-zhou1, LEI Xue-wen1, MENG Qing-shan2, CHEN Jie1,3   

  1. 1.College of Urban Construction, Wuhan University of Science and Technology, Wuhan 430065, China;
    2.State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics,Chinese Academy of Sciences, Wuhan 430071, China;
    3.College of Urban Construction, Zhongkai Universityof Agriculture and Engineering, Guangzhou 510225,China
  • Received:2015-08-17 Published:2016-10-20 Online:2016-10-17

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摘要： 为研究疏浚淤泥固化土中孔隙水的含量及分布规律,利用低场质子核磁共振技术探测疏浚淤泥固化土的横向弛豫时间T2分布曲线。结果表明各水泥掺量下淤泥固化土样品的弛豫时间分布只有一个主峰,峰面积随着养护龄期的增长和水泥掺量的增大均逐渐减小,孔隙水的含量逐渐减小,并且孔隙水的减少首先是从大孔隙水分开始的,龄期的主要作用是减小大孔隙里的水分含量,而水泥不仅有利于大孔隙水分含量的减小,也有利于小孔隙水分含量的减小;随着养护龄期的增长和水泥掺量的增大,淤泥固化土的T2分布范围变窄,分布趋向于短弛豫时间,孔隙水逐渐分布在较小的孔隙中;加权平均T2弛豫时间随着龄期的增长先快速下降,7 d后下降的速率逐渐减小,固化土T2总核磁信号幅值随养护龄期的变化总体呈减小趋势,速度超过7 d后减慢,这是因为淤泥固化土内部的化学反应使得水分被消耗或转化成了矿物水。研究表明核磁共振技术能较好地呈现淤泥固化过程中孔隙水含量及分布的变化规律。

关键词: 疏浚淤泥, 固化土, 核磁共振, T2分布, 孔隙水, 弛豫时间

Abstract: Low field proton nuclear magnetic resonance(NMR) technology is used to measure the distribution of transverse relaxation time T2 of solidified dredging silt soil to study the content and distribution law of pore water in solidified soil. Results show that there is only one main peak in the distribution of relaxation time of solidified soil samples of different cement dosages; the peak area decreases gradually with the growth of curing age and the increase of cement dosage. Pore water content decreases gradually, and the decrease first starts from big pores. The main effect of curing age is reducing the moisture content in the big pores, whereas cement is not only beneficial for reducing the moisture content in the big pores, but also the moisture in the small pores. With the growth of curing age and the increase of cement dosage, the scope of T2 distribution of solidified soil narrows and the distribution tends to short relaxation time, and pore water is distributed in smaller pores gradually. The weighted average relaxation time T2 declines rapidly with the growth of curing age first, and the decline rate decreases gradually after 7 days. Solidified soil’s total nuclear magnetic signal amplitude of T2 shows an overall trend of decrease with the curing age growth, and the speed slows down after 7 days; this is because the water is consumed or converted into mineral water due to internal chemical reaction in solidified soil. Nuclear magnetic resonance(NMR) technology can well present the content and distribution law of pore water in the process of solidification.

Key words: dredging silt, solidified soil, nuclear magnetic resonance, T2 distribution, pore water, relaxation time

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