914 工程科学学报,第43卷,第7期 34(10):2064) [21]Corkum A G,Martin C D.The mechanical behaviour of weak [18]Yu H D,Chen FF,Chen WZ,et al.Research on permeability of mudstone (Opalinus Clay)at low stresses.Int J Rock Mech Min fractured rock.Chin J Rock Mech Eng,2012,31(Suppl 1):2788 Sc1,2007,44(2):196 (于洪丹,陈飞飞,陈卫忠,等.含裂隙岩石渗流力学特性研究 [22]Mao X B.Zhang L Y,Liu R X.Creep properties and damage 岩石力学与工程学报,2012,31(增刊1)少:2788) constitutive relation of mudstone under uniaxial compression at [19]Zhao Y L,Fu C C,Wang Y X,et al.Tests on hydro-mechanical high temperature.Chin J Geotech Eng,2013,35(Suppl 2):30 coupling characteristics of fractured limestone in complete (茅献彪,张连英,刘瑞雪.高温状态下泥岩单轴蠕变特性及损 stress-strain process.Chin J Rock Mech Eng,2016,35(Suppl 2): 伤本构关系研究.岩土工程学报,2013,35(增刊2):30) 3763 [23]Monfared M,Sulem J,Delage P,et al.A laboratory investigation (赵延林,付成成,汪亦显,等.全应力-应变过程中裂隙灰岩的 on thermal properties of the Opalinus claystone.Rock Mech Rock 水-力耦合特性试验研究.岩石力学与工程学报,2016,35(增刊 Eg,2011,44(6):735 2:3763) [24]Zhang H X,Liu W Q,Zhu L.Fracture permeability model and [20]Nooraiepour M,Haile B G,Hellevang H.Compaction and experiments of shale gas reservoirs.Rock Soil Mech,2015,36(3): mechanical strength of Middle Miocene mudstones in the 719 Norwegian North Sea-The major seal for the Skade CO2 storage (张宏学,刘卫群,朱立.页岩储层裂隙渗透率模型和试验研究 reservoir.Int J Greenhouse Gas Control,2017,67:49 岩土力学,2015,36(3):719)34(10):2064) Yu H D, Chen F F, Chen W Z, et al. Research on permeability of fractured rock. Chin J Rock Mech Eng, 2012, 31(Suppl 1): 2788 ( 于洪丹, 陈飞飞, 陈卫忠, 等. 含裂隙岩石渗流力学特性研究. 岩石力学与工程学报, 2012, 31(增刊1): 2788) [18] Zhao Y L, Fu C C, Wang Y X, et al. Tests on hydro-mechanical coupling characteristics of fractured limestone in complete stress−strain process. Chin J Rock Mech Eng, 2016, 35(Suppl 2): 3763 ( 赵延林, 付成成, 汪亦显, 等. 全应力−应变过程中裂隙灰岩的 水−力耦合特性试验研究. 岩石力学与工程学报, 2016, 35(增刊 2): 3763) [19] Nooraiepour M, Haile B G, Hellevang H. Compaction and mechanical strength of Middle Miocene mudstones in the Norwegian North Sea-The major seal for the Skade CO2 storage reservoir. Int J Greenhouse Gas Control, 2017, 67: 49 [20] Corkum A G, Martin C D. The mechanical behaviour of weak mudstone (Opalinus Clay) at low stresses. Int J Rock Mech Min Sci, 2007, 44(2): 196 [21] Mao X B, Zhang L Y, Liu R X. Creep properties and damage constitutive relation of mudstone under uniaxial compression at high temperature. Chin J Geotech Eng, 2013, 35(Suppl 2): 30 ( 茅献彪, 张连英, 刘瑞雪. 高温状态下泥岩单轴蠕变特性及损 伤本构关系研究. 岩土工程学报, 2013, 35(增刊2): 30) [22] Monfared M, Sulem J, Delage P, et al. A laboratory investigation on thermal properties of the Opalinus claystone. Rock Mech Rock Eng, 2011, 44(6): 735 [23] Zhang H X, Liu W Q, Zhu L. Fracture permeability model and experiments of shale gas reservoirs. Rock Soil Mech, 2015, 36(3): 719 (张宏学, 刘卫群, 朱立. 页岩储层裂隙渗透率模型和试验研究. 岩土力学, 2015, 36(3):719) [24] · 914 · 工程科学学报,第 43 卷,第 7 期