Experimental investigation on the grouting characteristics of fractured sandstones under different confining pressures-Reference-Cited by-同舟云学术

Experimental investigation on the grouting characteristics of fractured sandstones under different confining pressures

Published:2022-11-21 Issue:6 Volume:8 Page:
ISSN:2363-8419
Container-title:Geomechanics and Geophysics for Geo-Energy and Geo-Resources
language:en
Short-container-title:Geomech. Geophys. Geo-energ. Geo-resour.

Author:

Huang Zhen,Wu Yufan,Zhang Rui,Zhong Wen,Li Shijie,Zhang Chunlei,Zhao Kui

Funder

National Natural Science Foundation of China

Natural Science Foundation of Jiangxi Province

Government of Jiangxi Province

Jiangxi University of Science and Technology

Publisher

Springer Science and Business Media LLC

Subject

Economic Geology,General Energy,Geophysics,Geotechnical Engineering and Engineering Geology

Link

https://link.springer.com/content/pdf/10.1007/s40948-022-00512-0.pdf

Reference37 articles.

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2. Cheng PD, Li L, Tang J, Wang DZ (2011) Application of time-varying viscous grouting gravel-foundation anti-seepage treatment. J Hydrodyn 23:391–397. https://doi.org/10.1016/s1001-6058(10)60128-x

3. Gao FR (2016a) Study on the diffusion property and strengthening characteristic of urea-formaldehyde resin in water-bearing sand layer. Dissertation, China University of Mining and Technology

4. Gao Y (2016b) Experimental investigations on the mechanisms of chemical grouting in transparent soil. Dissertation, China University of Mining and Technology

5. Hong XD, Yang DX, Zhou Y (2013) Study on preparation and performance of modified urea-formaldehyde resin grouting materials. Mater Rep 27:117–119. https://doi.org/10.3969/j.issn.1005-023X.2013.08.029

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