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煤系泥岩中硅溶胶灌浆的室内试验

Laboratory Testing of Silica Sol Grout in Coal Measure Mudstones.

作者信息

Pan Dongjiang, Zhang Nong, Xie Zhengzheng, Feng Xiaowei, Kong Yong

机构信息

Key Laboratory of Deep Coal Resource Mining, Ministry of Education of China, China University of Mining and Technology, Xuzhou 221116, Jiangsu, China.

Department of Civil and Environmental Engineering, Hong Kong University of Science and Technology, Clearwater Bay, Kowloon, Hong Kong 999077, China.

出版信息

Materials (Basel). 2016 Nov 22;9(11):940. doi: 10.3390/ma9110940.

Abstract

The effectiveness of silica sol grout on mudstones is reported in this paper. Using X-ray diffraction (XRD), the study investigates how the silica sol grout modifies mudstone mineralogy. Micropore sizes and mechanical properties of the mudstone before and after grouting with four different materials were determined with a surface area/porosity analyser and by uniaxial compression. Tests show that, after grouting, up to 50% of the mesopore volumes can be filled with grout, the dominant pore diameter decreases from 100 nm to 10 nm, and the sealing capacity is increased. Uniaxial compression tests of silica sol grouted samples shows that their elastic modulus is 21%-38% and their uniaxial compressive strength is 16%-54% of the non-grouted samples. Peak strain, however, is greater by 150%-270%. After grouting, the sample failure mode changes from brittle to ductile. This paper provides an experimental test of anti-seepage and strengthening properties of silica sol.

摘要

本文报道了硅溶胶灌浆对泥岩的有效性。该研究利用X射线衍射(XRD)探究了硅溶胶灌浆如何改变泥岩矿物学。使用表面积/孔隙率分析仪并通过单轴压缩测定了用四种不同材料灌浆前后泥岩的微孔尺寸和力学性能。试验表明,灌浆后,高达50%的中孔体积可被灌浆填充,主导孔径从100纳米减小到10纳米,密封能力增强。硅溶胶灌浆样品的单轴压缩试验表明,其弹性模量为未灌浆样品的21%-38%,单轴抗压强度为未灌浆样品的16%-54%。然而,峰值应变大150%-270%。灌浆后,样品破坏模式从脆性转变为延性。本文提供了硅溶胶防渗和加固性能的试验测试。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b0c0/5457222/77c579dcead9/materials-09-00940-g001.jpg

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