.648· 工程科学学报，第40卷，第5期 [16]Deng Y H,Wei B H,Wang H,et al.Loading rate effect on de- [21]Lei J S,Li S,Wu Z L,et al.Experimental study of shear dis- formation and strength characteristics of undisturbed loess.Chin J placement effect seepage characteristics of random surface cracks. High Transport,2016,29(7):22 Chin J Rock Mech Eng,2016,35(Suppl 2):3898 (邓亚虹，魏宝华，王晗，等.原状黄土变形与强度特性的加 (雷进生，李申，武增琳，等.剪切位移作用下随机裂隙面渗 载速率效应.中国公路学报，2016,29(7)：22) 流特性试验研究.岩石力学与工程学报，2016,35（增刊2）： [17]Zhou Y F,Tham L G,Yan W M,et al.Laboratory study on soil 3898) behavior in loess slope subjected to infiltration.Eng Geol,2014. [22]Yin L M,Chen JT.Experimental study of influence of seepage 183:31 pressure on joint stress-seepage coupling characteristics.Rock [18]Krisnanto S,Rahardjo H,Fredlund D G,et al.Water content of Soil Mech,2013,34(9):2563 soil matrix during lateral water flow through cracked soil.Eng Ge- (尹立明，陈军涛.渗透水压对节理应力-渗流耦合特性的形 od.2016,210:168 响试验研究.岩土力学，2013,34(9)：2563) [19]Peng S J,Tan H,Xu J,et al.Experimental study on shear-seep- [23]Lei H J,Bian F,Yu YZ,et al.Experimental study of permea- age of coupled properties for complete sandstone under the action bility of clayey soil during process of large shear deformation. of seepage water pressure.Rock Soil Mech,2017,38(8):2213 Rock Soil Mech,2010,31(4)1130 (彭守建，谭虎，许江，等.渗透水压作用下完整砂岩剪切- (雷红军，卞锋，于玉贞，等.黏土大剪切变形中的渗透特性 渗流耦合试验研究.岩土力学，2017,38(8)：2213) 试验研究.岩土力学，2010,31(4)：1130) [20]Zhang W Q,Yuan J D,Wang Z C,et al.An experimental study [24]Wei X,Zou T,Wang G.Experimental study on permeability of on compressive shear seepage laws of mining-induced fractured clay during coupled compression and shear.Chin Rock Mech rock mass.Rock Soil Mech,2017,38(9)2473 Eng,2017,36(Suppl1):3561 (张文泉，袁久党，王忠昶，等.采动裂隙岩体压剪渗透规律 (魏星，邹婷，王刚.压-剪耦合条件下黏土渗透特性的试验 试验研究.岩土力学，2017,38(9)：2473) 研究.岩石力学与工程学报，2017,36（增刊1）：3561)工程科学学报,第 40 卷,第 5 期 [16] Deng Y H, Wei B H, Wang H, et al. Loading rate effect on de鄄 formation and strength characteristics of undisturbed loess. Chin J Highw Transport, 2016, 29(7): 22 (邓亚虹, 魏宝华, 王晗, 等. 原状黄土变形与强度特性的加 载速率效应. 中国公路学报, 2016, 29(7): 22) [17] Zhou Y F, Tham L G, Yan W M, et al. Laboratory study on soil behavior in loess slope subjected to infiltration. Eng Geol, 2014, 183: 31 [18] Krisnanto S, Rahardjo H, Fredlund D G, et al. Water content of soil matrix during lateral water flow through cracked soil. Eng Ge鄄 ol, 2016, 210: 168 [19] Peng S J, Tan H, Xu J, et al. Experimental study on shear鄄seep鄄 age of coupled properties for complete sandstone under the action of seepage water pressure. Rock Soil Mech, 2017, 38(8): 2213 (彭守建, 谭虎, 许江, 等. 渗透水压作用下完整砂岩剪切鄄鄄 渗流耦合试验研究. 岩土力学, 2017, 38(8): 2213) [20] Zhang W Q, Yuan J D, Wang Z C, et al. An experimental study on compressive shear seepage laws of mining鄄induced fractured rock mass. Rock Soil Mech, 2017, 38(9): 2473 (张文泉, 袁久党, 王忠昶, 等. 采动裂隙岩体压剪渗透规律 试验研究. 岩土力学, 2017, 38(9): 2473) [21] Lei J S, Li S, Wu Z L, et al. Experimental study of shear dis鄄 placement effect seepage characteristics of random surface cracks. Chin J Rock Mech Eng, 2016, 35(Suppl 2): 3898 (雷进生, 李申, 武增琳, 等. 剪切位移作用下随机裂隙面渗 流特性试验研究. 岩石力学与工程学报, 2016, 35(增刊 2): 3898) [22] Yin L M, Chen J T. Experimental study of influence of seepage pressure on joint stress鄄seepage coupling characteristics. Rock Soil Mech, 2013, 34(9): 2563 (尹立明, 陈军涛. 渗透水压对节理应力鄄鄄渗流耦合特性的影 响试验研究. 岩土力学, 2013, 34(9): 2563) [23] Lei H J, Bian F, Yu Y Z, et al. Experimental study of permea鄄 bility of clayey soil during process of large shear deformation. Rock Soil Mech, 2010, 31(4): 1130 (雷红军, 卞锋, 于玉贞, 等. 黏土大剪切变形中的渗透特性 试验研究. 岩土力学, 2010, 31(4): 1130) [24] Wei X, Zou T, Wang G. Experimental study on permeability of clay during coupled compression and shear. Chin J Rock Mech Eng, 2017, 36(Suppl 1): 3561 (魏星, 邹婷, 王刚. 压鄄鄄剪耦合条件下黏土渗透特性的试验 研究. 岩石力学与工程学报, 2017, 36(增刊 1): 3561) ·648·