[1] |
邝键政,昝月稳,王 杰,等. 岩土工程注浆理论与工程实例[M]. 北京:科学出版社,2001:1-5.(KUANG Jianzheng,ZAN Yuewen,WANG Jie,et al. Theory and project example of grout in geotechnical engineering[M]. Beijing:Science Press,2001:1-5.(in Chinese))
|
[2] |
韩伟伟. 基于渗滤效应的水泥浆液多孔介质注浆机理及其工程应用[博士学位论文][D]. 济南:山东大学,2014.(HANweiwei. Grouting mechanism based on filtration in porous media with cement grout and its engineering[Ph. D. Thesis][D]. Jinan:Shandong University,2014.(in Chinese))
|
[3] |
BEZUIJEN A.Compensation grouting in sand-Experiments,field investigations and mechanisms[Ph.D. Thesis][D]. Delft:Delft University ofTechnology,2010.
|
[4] |
张忠苗,邹 健,贺静漪,等. 黏土中压密注浆及劈裂注浆室内模拟试验分析[J]. 岩土工程学报,2009,31(12):1 818-1 824. (ZHANG Zhongmiao,ZOU Jian,JIA Jingyi,et al. Laboratory tests on compaction grouting and fracture grouting of clay[J]. Chinese Journalof Geotechnical Engineering,2009,31(12):1 818-1 824.(in Chinese))
|
[5] |
邹金锋,李 亮,杨小礼. 劈裂注浆扩散半径及压力衰减分析[J].水利学报,2006,37(3):314-319.(ZOU Jinfeng,LI Liang,YANGXiaoli. Penetration radius and pressure attenuation law infracturinggrouting[J]. Journal of Hydraulic Engineering,2006,37(3):314-319.(inChinese))
|
[6] |
孙 锋,张顶立,陈铁林. 基于流体时变性的隧道劈裂注浆机制研究[J]. 岩土工程学报,2011,33(1):88-93.(SUN Feng,ZHANG Dingli,CHEN Tielin. Fracture grouting mechanism in tunnels based on time-dependent behaviors of grout[J]. Chinese Journal of GeotechnicalEngineering,2011,33(1):88-93.(in Chinese))
|
[7] |
李术才,张伟杰,张庆松,等. 富水断裂带优势劈裂注浆机制及注浆控制方法研究[J]. 岩土力学,2014,35(3):745-751.(LI Shucai,ZHANG Weijie,ZHANG Qingsong,et al. Research on advantage fracture grouting mechanism and controlled grouting method inwater-rich fault zone[J]. Rock and Soil Mechanics,2014,35(3):745-751.(in Chinese))
|
[8] |
张连震,李志鹏,张庆松,等. 基于土体非线性压密效应的劈裂注浆机制分析[J]. 岩石力学与工程学报,2016,35(7):1 483-1 493. (ZHANG Lianzhen,LI Zhipeng,ZHANG Qingsong,et al. Research on split grouting mechanism based on nonlinear characteristics ofcompression process of soil[J]. Chinese Journal of Rock Mechanics and Engineering,2016,35(7):1 483-1 493.(in Chinese))
|
[9] |
BEZUIJEN A,GROTENHUIS R TE,VAN TOL A F,et al. Analytical model for fracture grouting in sand[J]. Journal of Geotechnical and Geoenvironmental Engineering,2010,137(6):611-620.
|
[10] |
BOLTON M D,MCKINLEY J D. A geotechnical description of fresh cement grout-filtration and consolidation behavior[J]. Magazine of Concrete Research,1999,51(5):295-307.
|
[11] |
GUSTAFSON G,CLAESSON J,FRANSSON Å. Steering parameters for rock grouting[J]. Journal of Applied Mathematics,2013,(3):337-366.
|
[12] |
张 雄,陆明万,王建军. 任意拉格朗日-欧拉描述法研究进展[J]. 计算力学学报,1997,14(1):91-102.(ZHANG Xiong,LU Mingwan,WANG Jianjun.Research progress in arbitrary Lagrangian-Eulerianmethod[J]. Chinese Journal of ComputationalMechanics,1997,14(1):91-102.(in Chinese))
|
[13] |
MARGOLIN L G. Introductionto“an arbitrary Lagrangian-Eularian computing method for all flow speeds”[J]. JournalofComputationalPhysics,1997,135(2):198-202.
|
[14] |
刘开富. 若干土工问题工程性状的大变形有限元分析[博士学位论文][D]. 杭州:浙江大学:2006.(LIU Kaifu. Large deformation of finite element analysis of engineering behaviors of some geotechnical problems[Ph.D.Thesis][D]. Hangzhou:Zhejiang University,2006.(in Chinese))
|
[15] |
刘开富,谢新宇,吴长富,等. 弹塑性土质边坡的ALE方法有限元分析[J]. 岩土力学,2011,32(增1):680-685.(LIU Kaifu,XIE Xinyu,WU Changfu,et al. ALEmethod finite element analysis of elastoplastic soil slope[J]. Rock and Soil Mechanics,2011,32(Supp.1):680-685.(in Chinese))
|