[1] 钱七虎. 地下工程建设安全面临的挑战与对策[J]. 岩石力学与工程学报，2012，31(10)：1 945–1 956.(QIAN Qihu. Challenges faced by underground projects construction safety and countermeasures[J]. Chinese Journal of Rock Mechanics and Engineering，2012，31(10)：1 945–1 956.(in Chinese))

[2] 李术才，韩伟伟，张庆松，等. 地下工程动水注浆速凝浆液黏度时变特性研究[J]. 岩石力学与工程学报，2013，32(1)：1–7.(LI Shucai，HAN Weiwei，ZHANG Qingsong，et al. Research on time-dependent behavior of viscosity of fast curing grouts in underground construction grouting[J]. Chinese Journal of Rock Mechanics and Engineering，2013，32(1)：1–7.(in Chinese))

[3] 刘人太. 水泥基速凝浆液地下水工程动水注浆封堵机制及应用研究[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))

[4] 冯  啸，刘人太，李术才，等. 考虑深层渗滤效应的水泥浆动界面特征研究[J]. 岩石力学与工程学报，2016，35(5)：1 000–1 008. (FENG Xiao，LIU Rentai，LI Shucai，et al. Characteristics of moving interface of grout considering deep bed filtration[J]. Chinese Journal of Rock Mechanics and Engineering，2016，35(5)：1 000–1 008.(in Chinese))

[5] 钱自卫，姜振泉，曹丽文，等. 弱胶结孔隙介质渗透注浆模型试验研究[J]. 岩土力学，2013，34(1)：139–142.(QIAN Ziwei，JIANG Zhenquan，CAO Liwen，et al. Experiment study of penetration grouting model for weakly cemented porous media[J]. Rock and Soil Mechanics，2013，34(1)：139–142.(in Chinese))

[6] 孔祥言. 高等渗流力学[M]. 合肥：中国科学技术大学出版社，2010：153–155.(KONG Xiangyan. Advanced seepage mechanics[M]. Hefei：Science and Technology University Press of China，2010：153–155.(in Chinese))

[7] 冯  啸，李术才，刘人太，等. 孔隙介质中水泥浆三维锋面特征研究[J]. 岩土力学，2015，36(11)：3 171–3 179.(FENG Xiao，LI Shucai，LIU Rentai，et al. Characteristics of three-dimensional slurry frontal surface in porous media[J]. Rock and Soil Mechanics，2015，36(11)：3 171–3 179.(in Chinese))

[8] 陈星欣，白  冰，于  涛，等. 粒径和渗流速度对多孔介质中悬浮颗粒迁移和沉积特性的耦合影响[J]. 岩石力学与工程学报，2013，32(增1)：2 840–2 845.(CHEN Xingxin，BAI Bing，YU Tao，et al. Coupled effects of particle size and flow rate on characteristics of particle transportation and deposition in porous media[J]. Chinese Journal of Rock Mechanics and Engineering，2013，32(Supp.1)：2 840–2 845.(in Chinese))

[9] 张改玲. 化学注浆固砂体高压渗透性及其微观机制[博士学位论文][D]. 徐州：中国矿业大学，2011.(ZHANG Gailing. High pressure permeability and micro-mechanism of chemically grouted sands[Ph. D. Thesis][D]. Xuzhou：China University of Mining and Technology，2011.(in Chinese))

[10] 郭密文. 高压封闭环境孔隙介质中化学浆液扩散机制试验研究[博士学位论文][D]. 徐州：中国矿业大学，2010.(GUO Miwen. Experimental investigation of propagation mechanism of chemical grout injection into porous media under a high pressure and closed environment[Ph. D. Thesis][D]. Xuzhou：China University of Mining and Technology，2010.(in Chinese))

[11] BEZUIJEN A. Compensation grouting in sand-experiments[Ph. D. Thesis][D]. Delft：Delft University of Technology，2010.

[12] SUAT A，AHMET S. Estimating the grout ability of granular soils：a new approach[J]. Tunnelling and Underground Space Technology，2002，17(4)：371–380.

[13] BOUCHELAGHEM F，BENHAMIDA A，DUMONTET H. Mechanical damage behaviour of an injected sand by periodic homogenization method[J]. Computational Materials Science，2007，38：473–481.

[14] 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，2005，29：691–711.

[15] PORUBAN A A，XU S P. Colloid straining within saturated heterogeneous porous media[J]. Water Resources Research，2011，45(4)：1 796–1 806.

[16] 杨  坪，唐益群，彭振斌，等. 砂卵(砾)石层中注浆模拟试验研究[J]. 岩土工程学报，2006，28(12)：2 134–2 138.(YANG Ping，TANG Yiqun，PENG Zhenbin，et al. Study on grouting simulating experiment in sandy gravels[J]. Chinese Journal of Geotechnical Engineering，2006，28(12)：2 134–2 138.(in Chinese))

[17] 周维垣，杨若琼，剡公瑞. 二滩拱坝坝基弱风化岩体灌浆加固效果研究[J]. 岩石力学与工程学报，1993，12(2)：138–150.(ZHOU Weiyuan，YANG Ruoqiong，YAN Gongrui. Study on the efficacy of grouting reinforcement of slightly weathered rock masses at the Ertan arch dam abutments[J]. Chinese Journal of Rock Mechanics and Engineering，1993，12(2)：138–150.(in Chinese))

[18] RAYMOND J K，ASCE M，TEODORO P. Chemical grouting in soils permeated by water[J]. Journal of Geotechnical Engineering，1985，111(7)：898–915.

[19] BRACHMAN R W，MARTIN C D，GILLISS S A. Grout field trials in outwash sands[J]. Canadian Geotechnical Journal，2004，41(1)：1–11.

[20] SAKTHIVADIVEL R，RUSHTON K R. Numerical analysis of large diameter wells with a seepage face[J] . Journal of Hydrology，1989，107(1)：43–55.

[21] MAROUDAS A. Clarification of suspension：a study of particle deposition in granular filter media[Ph. D. Thesis][D]. London：University of London，1961.

[22] IVES K J. Rapid Filtration[J]. Water Research，1970，4 (3)：201–223.

[23] IWASAKI T. Molecular dynamics study of adhesion strength and diffusion at interfaces between interconnect materials and underlay materials[J] . Computation Mechanics，2000，25 (1)：78–86.

[24] FOX D M，BRYAN R B，PRICE A G. The role of soil surface crusting in desertification and strategies to reduce crusting[J]. Environmental Monitoring and Assessment，2004，99(1)：149–159.

[25] KIM J S，LEE I M. Grouting 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.

[26] MAGHOUS S，SAADA Z，DORMIEU L，et al. A model for in situ grouting with account for particle filtration[J]. Computers and Geotechnics，2007，34(3)：164–174.

[27] 孙家学，吴理云. 砂体中注浆结石体强度的试验研究[J]. 化工矿山技术，1991，20(6)：17–19.(SUN Jiaxue，WU Liyun. Sand bodies of the grouting concretion body strength test and research[J]. Chemical Mining Technology，1991，20(6)：17–19.(in Chinese))