基于渗滤效应的多孔介质渗透注浆扩散规律分析

doi:10.13722/j.cnki.jrme.2014.1624

Abstract
Figure/Table
References
Related Citation (15)

Download: PDF (2120 KB) HTML (1 KB)
Export: BibTeX | EndNote (RIS)

Abstract Infiltration effects exist widely in the process of turbid fluid seepage in porous media，and directly influence the diffusion and migration of the turbid fluid particles. In this paper，the movement of cement grout in porous media was studied based on the theoretical filtration effect model. Equations of grout movement incorporating the infiltration effects were established which are applicable for both constant rate and constant pressure grouting. A one-dimensional numerical model for the infiltration diffusion of grout was established. Compared to Darcy?s law，the results show that the influence of infiltration effects on grout diffusion is significant. The influence of infiltration effects on the porosity of porous media，the grout concentration，and the grouting pressure distribution was further investigated to understand the interaction of infiltration effects with the grout diffusion and the effective range of grout reinforcement.

Key words： seepage mechanics porous media permeation grouting infiltration effect diffusion rule numerical simulation

	Service

	E-mail this article
	Add to my bookshelf
	Add to citation manager
	E-mail Alert
	RSS
	Articles by authors

Cite this article:

URL:

https://rockmech.whrsm.ac.cn/EN/10.13722/j.cnki.jrme.2014.1624 OR https://rockmech.whrsm.ac.cn/EN/Y2015/V34/I12/2401

[1] 王杰. 岩土注浆理论与工程实例[M]. 北京：科学出版社，2001：1–60.(WANG Jie. Theory of grouting in rock and soil medium and engineering project[M]. Beijing：Science Press，2001：1–60.(in Chinese)) [2] 黄德发，王宗敏，杨彬. 地层注浆堵水与加固施工技术[M]. 徐州：中国矿业大学出版社，2003：2–5.(HUANG Defa，WANG Zongmin，YANG Bin. Sealing and reinforcing technology of grouting in stratum[M]. Xuzhou：China University of Mining and Technology Press，2003：2–5.(in Chinese)) [3] SAADA Z，CANOU J，DORMIEUX L，et al. Evaluation of elementary filtration properties of a cement grout injected in a sand[J]. Canadian Geotechnical Journal，2006，43(12)：1 273–1 289. [4] CHUPIN O，SAIYOURI N，HICHER P Y. The effects of filtration on the injection of cement-based grouts in sand columns[J]. Transport in Porous Media，2008，72(2)：227–240. [5] SAADA Z，CANOU J，DORMIEUX L，et al. Modeling of cement suspension flow in granular porous media[J]. International Journal for Numerical and Analytical Methods in Geomechanics，2005，29(7)：691–711. [6] DUPLA J C，CANOU J，GOUVENOT D. An advanced experimental set-up for studying a mono directional grout injection process[J]. Proceedings of the Ice-ground Improvement，2004，8(3)：91–99. [7] KIM J S，LEE I M，JANG J H，et al. Groutability of cement-based grout with consideration of viscosity and filtration phenomenon[J]. International Journal for Numerical and Analytical Methods in Geomechanics，2009，33(16)：1 771–1 797. [8] KIM Y S，WHITTLE A J. Particle network model for simulating the filtration of a micro fine cement grout in sand[J]. Journal of Geotechnical and Geo-environmental Engineering，2009，135(2)：224–236. [9] MAGHOUS S，SAADA Z，DORMIEUX L，et al. A model for in situ grouting with account for particle filtration[J]. Computers and Geotechnics，2007，34(3)：164–174. [10] BURWELL E B. Cement and clay grouting of foundations：Practice of the corps of engineers[J]. Journal of Soil Mechanics and Foundations Division，1958，84：1 551/1–1 551/22. [11] HERZIG J P. Flow of suspensions through porous media application to deep filtration[J]. Industrial and Engineering Chemistry，1970，62(5)：8–35. [12] 张霄. 地下工程动水注浆过程中浆液扩散与封堵机理研究及应用[博士学位论文][D]. 济南：山东大学，2011.(ZHANG Xiao. Study on mechanism of slurry diffusion and sealing at the process of underground engineering moving water grouting and its application [Ph. D. Thesis][D]. Jinan：Shandong University，2011.(in Chinese)) [13] 刘人太. 水泥基速凝浆液地下工程动水注浆扩散封堵机理及应用研究[博士学位论文][D]. 济南：山东大学，2012.(LIU Rentai. Study on diffusion and plugging mechanism of quick setting cement based slurry in underground dynamic water grouting and its application[Ph. D. Thesis][D]. Jinan：Shandong University，2012.(in Chinese)) [14] 房凯，夏唐代，包柳青，等. 考虑滤过效应的卵砾石层浆液扩散研究[J]. 岩石力学与工程学报，2013，32(7)：1 443–1 448.(FANG Kai，XIA Tangdai，BAO Liuqing，et al. Cement grout dispersion considering filtration in gravel[J]. Chinese Journal of Rock Mechanics and Engineering，2013，32(7)：1 443–1 448.(in Chinese)) [15] 李术才，张霄，张庆松，等. 地下工程涌突水注浆止水浆液扩散机制和封堵方法研究[J]. 岩石力学与工程学报，2011，30(12)：2 377–2 396.(LI Shucai，ZHANG Xiao，ZHANG Qingsong，et al. Research on mechanism of grout diffusion of dynamic grouting and plugging method in water inrush of underground engineering[J]. Chinese Journal of Rock Mechanics and Engineering，2011，30(12)：2 377–2 396.(in Chinese))