张家奇等：一种新型综合注浆加固试验系统的研制及应用 ·1277· 2016,35(Suppl1):3385 2016,38(12):2246 (孙子正，李术才，刘人太，等.软流塑地层注浆加固作用定 (李召蜂，李术才，张庆松，等.富水破碎岩体注浆加固模拟 量化研究.岩石力学与工程学报，2016,35（增刊1）：3385) 试验及应用研究.岩土工程学报，2016,38(12)：2246) [6]Wang S Y,Chan D H,Lam K C,et al.A new laboratory appara- [14]Li Z F,Li S C,Liu R T,et al.Grouting reinforcement experi- tus for studying dynamic compaction grouting into granular soils. ment for water-rich broken rock mass.Chin Rock Mech Eng, Soils Found,2013,53(3):462 2017,36(1):198 [7]Zhang WJ,Li S C.Wei J C.et al.Development of a 3D grouting (李召峰，李术才，刘人太，等.富水破碎岩体注浆加固实验 model test system and its application.Rock Soil Mech,2016,37 与机制研究.岩石力学与工程学报，2017,36(1)：198) (3):902 [15]Yang P,Tang Y Q.Peng Z B,et al.Study on grouting simula- (张伟杰，李术才，魏久传，等。三维注浆模型试验系统研制 ting experiment in sandy gravels.Chin J Geotech Eng,2006,28 及应用.岩土力学，2016,37(3)：902) (12):2134 [8]Han GL.Experimental study on mechanical properties of broken (杨坪，唐益群，彭振斌，等.砂卵（砾）石层中注浆模拟试 rock reinforcement by grouting under pressure.Min Res Dev, 验研究.岩土工程学报，2006,28(12)：2134) 2012,32(5):70 [16]Han L J.Zong Y J,Han G L,et al.Study of shear properties of (韩贵雷.承压条件下破裂岩体注浆加固力学特性试验研究 rock structural plane by grouting reinforcement.Rock Soil Mech, 矿业研究与开发，2012,32(5)：70) 2011,32(9):2570 [9]Zong Y J,Han L J,Han G L.Mechanical characteristics of con- (韩立军，宗义江，韩贵雷，等.岩石结构面注浆加固抗剪特 fined grouting reinforcement for cracked rock mass.J Min Saf 性试验研究.岩土力学，2011,32(9)：2570) Eng,2013,30(4):483 [17]Zhen Z,Li S C.Liu R T,et al.Shearing strength of single (宗义江，韩立军，韩贵雷.破裂岩体承压注浆加固力学特性 structural surface of grouted rock mass.Chin I Rock Mech Eng, 试验研究.采矿与安全工程学报，2013,30(4)：483) 2016,35(Suppl2):3915 [10]Wang H P,Gao Y F,Li S C.Uniaxial experiment study on me- (郑卓，李术才，刘人太，等.注浆加固后岩体单一界面抗剪 chanical properties of reinforced broken rocks pre-and-post grou- 强度.岩石力学与工程学报，2016,35（增刊2）：3915) ting.Chin J Underground Space Eng,2007,3(1):27 [18]Liu Q S,Zhou Y S,Lu C B,et al.Experimental study on me- (王汉鹏，高延法，李术才.岩石峰后注浆加固前后力学特 chanical properties of mudstone fracture before and after grouting. 性单轴试验研究.地下空间与工程学报，2007,3(1)：27) J Min Saf Eng,2016,33(3):509 [11]Gao Y F,Fan Q Z,Wang H P.Grouting reinforcement test of (刘泉声，周越识，卢超波，等.含裂隙泥岩注浆前后力学特 rock after peak value of strength and roadway stability control. 性试验研究.采矿与安全工程学报.2016,33(3)：509) Rock Soil Mech,2004,25(Suppl):21 [19]Zhang Q S,Li P,Zhang X,et al.Model test of grouting (高延法，范庆忠，王汉鹏.岩石峰值后注浆加固实验与巷 strengthening mechanism for fault gouge of tunnel.Chin Rock 道稳定性控制.岩土力学，2004,25（增刊）：21) Mech Eng,2015,34(5):925 [12]Niu X L,Fu Z L,Gao Y F.Grouting reinforcement test of sur- (张庆松，李鹏，张霄，等.隧道断层泥注浆加固机制模型试 rounding rocks and stability controlling of roadways.J Min Sof 验研究.岩石力学与工程学报，2015,34(5)：925) Eng,2007,24(4):439 [20] Zhang W J.Mechanism of Grouting Reinforcement of Water-Rich (牛学良，付志亮，高延法.岩石注浆加固实验与巷道稳定 Fault Fractured Zone and Its Application in Tunnel Engineering 性控制.采矿与安全工程学报，2007,24(4)：439) Dissertation].Jinan:Shandong University,2014 [13]Li Z F,Li S C,Zhang QS,et al.Model tests on grouting rein- (张伟杰.隧道工程富水断层破碎带注浆加固机理及应用研 forcement of water-rich broken rock mass.Chin Geotech Eng, 究[学位论文].济南：山东大学，2014)张家奇等: 一种新型综合注浆加固试验系统的研制及应用 2016, 35(Suppl 1): 3385 (孙子正, 李术才, 刘人太, 等. 软流塑地层注浆加固作用定 量化研究. 岩石力学与工程学报, 2016, 35(增刊 1): 3385) [6] Wang S Y, Chan D H, Lam K C, et al. A new laboratory appara鄄 tus for studying dynamic compaction grouting into granular soils. Soils Found, 2013, 53(3): 462 [7] Zhang W J, Li S C, Wei J C, et al. Development of a 3D grouting model test system and its application. Rock Soil Mech, 2016, 37 (3): 902 (张伟杰, 李术才, 魏久传, 等. 三维注浆模型试验系统研制 及应用. 岩土力学, 2016, 37(3): 902) [8] Han G L. Experimental study on mechanical properties of broken rock reinforcement by grouting under pressure. Min Res Dev, 2012, 32(5): 70 (韩贵雷. 承压条件下破裂岩体注浆加固力学特性试验研究. 矿业研究与开发, 2012, 32(5): 70) [9] Zong Y J, Han L J, Han G L. Mechanical characteristics of con鄄 fined grouting reinforcement for cracked rock mass. J Min Saf Eng, 2013, 30(4): 483 (宗义江, 韩立军, 韩贵雷. 破裂岩体承压注浆加固力学特性 试验研究. 采矿与安全工程学报, 2013, 30(4): 483) [10] Wang H P, Gao Y F, Li S C. Uniaxial experiment study on me鄄 chanical properties of reinforced broken rocks pre鄄and鄄post grou鄄 ting. Chin J Underground Space Eng, 2007, 3(1): 27 (王汉鹏, 高延法, 李术才. 岩石峰后注浆加固前后力学特 性单轴试验研究. 地下空间与工程学报, 2007, 3(1): 27) [11] Gao Y F, Fan Q Z, Wang H P. Grouting reinforcement test of rock after peak value of strength and roadway stability control. Rock Soil Mech, 2004, 25(Suppl): 21 (高延法, 范庆忠, 王汉鹏. 岩石峰值后注浆加固实验与巷 道稳定性控制. 岩土力学, 2004, 25(增刊): 21) [12] Niu X L, Fu Z L, Gao Y F. Grouting reinforcement test of sur鄄 rounding rocks and stability controlling of roadways. J Min Saf Eng, 2007, 24(4): 439 (牛学良, 付志亮, 高延法. 岩石注浆加固实验与巷道稳定 性控制. 采矿与安全工程学报, 2007, 24(4): 439) [13] Li Z F, Li S C, Zhang Q S, et al. Model tests on grouting rein鄄 forcement of water鄄rich broken rock mass. Chin J Geotech Eng, 2016, 38(12): 2246 (李召峰, 李术才, 张庆松, 等. 富水破碎岩体注浆加固模拟 试验及应用研究. 岩土工程学报, 2016, 38(12): 2246) [14] Li Z F, Li S C, Liu R T, et al. Grouting reinforcement experi鄄 ment for water鄄rich broken rock mass. Chin J Rock Mech Eng, 2017, 36(1): 198 (李召峰, 李术才, 刘人太, 等. 富水破碎岩体注浆加固实验 与机制研究. 岩石力学与工程学报, 2017, 36(1): 198) [15] Yang P, Tang Y Q, Peng Z B, et al. Study on grouting simula鄄 ting experiment in sandy gravels. Chin J Geotech Eng, 2006, 28 (12): 2134 (杨坪, 唐益群, 彭振斌, 等. 砂卵 (砾) 石层中注浆模拟试 验研究. 岩土工程学报, 2006, 28(12): 2134) [16] Han L J, Zong Y J, Han G L, et al. Study of shear properties of rock structural plane by grouting reinforcement. Rock Soil Mech, 2011, 32(9): 2570 (韩立军, 宗义江, 韩贵雷, 等. 岩石结构面注浆加固抗剪特 性试验研究. 岩土力学, 2011, 32(9): 2570) [17] Zhen Z, Li S C, Liu R T, et al. Shearing strength of single structural surface of grouted rock mass. Chin J Rock Mech Eng, 2016, 35(Suppl 2): 3915 (郑卓, 李术才, 刘人太, 等. 注浆加固后岩体单一界面抗剪 强度. 岩石力学与工程学报, 2016, 35(增刊 2): 3915) [18] Liu Q S, Zhou Y S, Lu C B, et al. Experimental study on me鄄 chanical properties of mudstone fracture before and after grouting. J Min Saf Eng, 2016, 33(3): 509 (刘泉声, 周越识, 卢超波, 等. 含裂隙泥岩注浆前后力学特 性试验研究. 采矿与安全工程学报, 2016, 33(3): 509) [19] Zhang Q S, Li P, Zhang X, et al. Model test of grouting strengthening mechanism for fault gouge of tunnel. Chin J Rock Mech Eng, 2015, 34(5): 925 (张庆松, 李鹏, 张霄, 等. 隧道断层泥注浆加固机制模型试 验研究. 岩石力学与工程学报, 2015, 34(5): 925) [20] Zhang W J. Mechanism of Grouting Reinforcement of Water鄄鄄Rich Fault Fractured Zone and Its Application in Tunnel Engineering [Dissertation]. Jinan: Shandong University, 2014 (张伟杰. 隧道工程富水断层破碎带注浆加固机理及应用研 究[学位论文]. 济南: 山东大学, 2014) ·1277·