[1 ]高渗压条件下基于非达西流的裂隙岩体渗透特性研究.岩石力学与工程学报,2014

[2 ]Experimental characterization and micromechanical modeling of damage-induced permeability variation in Beishan granite.International Journal of Rock Mechanics and Mining Sciences,2014, doi: 10.1016/j.ijrmms.2014.07.002

[3 ]Effect of seepage control on stability of a tailings dam during its staged construction with a stepwise coupled hydro-mechanical model.International Journal of Mining, Reclamation and Environment,2013, doi: 10.1080/17480930.2013.870693

[4 ]Micromechanical modeling of anisotropic damage-induced permeability variation in crystalline rocks,Rock Mechanics and Rock Engineering,2013, doi: 10.1007/s00603-013-0485-5

[5 ]基于等效连续介质的坝区裂隙岩体渗控效应分析.中南大学学报,2014, 45(6): 1967-1974

[6 ]非饱和膨润土的有效热传导特性模型.岩土力学,2014, 35(4): 1041-1048

[7 ]Seepage flow analysis of cofferdam in deep overburden foundation.Advanced Materials Research,2014, 864-867, 2340-2345

[8 ]A homogenization-based effective thermal conductivity model for unsaturated bentonites.International Journal of Earth Sciences and Engineering,2013, 6(6): 1518-1527

[9 ]A constitutive model for unsaturated soils with consideration of inter-particle bonding.Computers and Geotechnics,2014, 59: 127-144

[10]Hydraulic properties of partially saturated rock fractures subjected to mechanical loading.Engineering Geology,2014, 179: 24-31

[11]Performance assessment and optimization of seepage control system: a numerical case study for Kala underground powerhouse.Computers and Geotechnics,2014, 55: 306-315

[12]Estimating effective thermal conductivity of unsaturated bentonites with consideration of coupled thermo-hydro-mechanical effects.International Journal of Heat and Mass Transfer,2014, 72: 656-667

[13]龙背湾低导流洞进口边坡变形稳定分析及加固处理.中南大学学报,2013, 44(7): 2958-2964

[14]基于细观均匀化的膨润土有效热传导特性研究.岩土力学,2013, 34(7): 1905-1912

[15]考虑变形效应的非饱和土相对渗透系数模型.岩石力学与工程学报,2013, 32(6): 1279-1287

[16]基于孔隙分布的变形土土水特征曲线模型.岩土工程学报,2013, 35(8): 1451-1462

[17]热-水-力耦合作用下结晶岩渗透特性演化模型.岩石力学与工程学报,2013, 32(11): 2185-2195

[18]Kinetic energy dissipation and convergence criterion of discontinuous deformations analysis (DDA) for geotechnical engineering.Rock Mechanics and Rock Engineering,2013, 46: 1443-1460

[19]A water retention curve and unsaturated hydraulic conductivity model for deformable soils: consideration of the change in pore-size distribution.Géotechnique,2013, 63(16): 1389-1405

[20]卡拉水电站坝区渗流控制效应精细模拟与评价.岩土力学,2012, 33(9): 2743-2748

[21]排水砂槽渗流试验与Signorini型变分不等式方法验证.岩土力学,2012, 33(9): 2829-2836

[22]心墙堆石坝渗透稳定可靠性分析的随机响应面法.岩土力学,2012, 33(4): 1051-1060

[23]Micromechanical analysis of anisotropic damage and its influence on effective thermal conductivity in brittle rocks.International Journal of Rock Mechanics and Mining Sciences,2012, doi: 10.1016/j.ijrmms.2011.11.003

[24]Seepage flow behaviour of a high clay core rockfill dam and its safety assessment.14th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, Hong Kong,2011

[25]A generalized multi-field coupling approach and its application to stability and deformation control of a high slope.Journal of Rock Mechanics and Geotechnical Engineering,2011, 3(3): 193-206

[26]非稳定渗流问题的变分不等式方法及工程应用.水动力学研究与进展, A辑,2011, 26(2): 239-251

[27]脆性岩石损伤与热传导特性的细观力学模型.岩石力学与工程学报,2011, 30(10): 1959-1969

[28]高堆石坝水力耦合模型及工程应用.岩土工程学报,2011, 33(9):1340-1347

[29]Modeling of coupled deformation, water flow and gas transport in soil slopes subjected to rain infiltration.Sci China Tech Sci,2011, 54(10): 2561-2575

[30]Modeling coupled processes of non-steady seepage flow and non-linear deformation for a concrete-faced rockfill dam.Computers and Structures,2011, 89(13-14): 1333-1351

[31]复杂岩体多场广义耦合分析导论（专著）.北京: 中国水利水电出版社,2008年12月

[32]Numerical modeling of coupled thermo-mechanical response of a rock pillar in Task B of DECOVALEX-201.Journal of Rock Mechanics and Geotechnical Engineering,2010, 2(3): 262-273

[33]A new classification of seepage control mechanisms in geotechnical engineering.Journal of Rock Mechanics and Geotechnical Engineering,2010, 2(3): 209-222

[34]基于随机响应面法的结构可靠度分析.工程力学,2010, 27(9): 192-200

[35]边坡可靠度分析的随机响应面法及程序实现.岩石力学与工程学报,2010, 29(8): 1513-1523

[36]压剪荷载作用下硬质裂隙的峰后剪胀特性及其演化规律.岩石力学与工程学报,2010, 29(S2): 4131-4138

[37]大型水电工程渗流分析的若干关键问题研究.岩土工程学报,2010, 32(9): 1448-1454

[38]瑞典?sp? APSE岩柱热弹性耦合特性与数值模拟.岩土工程学报,2010, 32(8): 1200-1206

[39]水布垭地下厂房围岩渗控效应数值模拟与评价.岩石力学与工程学报,2010, 29(2): 308-318

[40]A New Parabolic Variational Inequality Formulation of Signorini’s Condition for Non-steady Seepage P.International Journal for Numerical and Analytical Methods in Geomechanics,2011, 35(9): 1034-1058

[41]平行F42-9发育的结构面对锦屏水电站高边坡稳定性的影响.岩土力学,2008, 29(10): 2613-2618

[42]论岩体多场广义耦合及其工程应用.岩石力学与工程学报,2008, 27(7): 1329-1340

[43]岩体结构面HM耦合分析的界面层模型.岩石力学与工程学报,2008, 27(6): 1081-1093

[44]Flow-Stress Coupled Permeability Tensor for Fractured Rock Masses.International Journal for Numerical and Analytical Methods in Geomechanics,2008; 32: 1289-1309 

[45]A generalized cubic law for rock joints considering post-peak mechanical effects.invited lecture in GeoPro2006,2006

[46]Strain-dependent permeability tensor for coupled M-H analysis of underground opening.Proceedings of the 4th Asian Rock Mechanics Symposium,2006

[47]Application of phase space reconstruction and v-SVR algorithm in predicting the displacement of unde.Journal of Coal Science & Engineering (China),2006, 12(2): 21-26

[48]3D GIS平台下大坝数值模型信息系统研究与应用.水利学报,2006, 37(3): 336-341

[49]Modeling coupled THM processes of geological porous media with multiphase flow: theory and validatio.Computers and Geotechnics,2009, 36(8): 1308-1329.

[50]A numerical solution to seepage problems with complex drainage systems.Computers and Geotechnics,2008; 35(3): 383-393

[51]含复杂渗控结构渗流问题数值模拟的SVA方法.水力发电学报,2009, 28(2): 89-95. 

[52]多相流传输THM全耦合数值模型与程序验证.岩石力学与工程学报,2009, 28(4): 649-665.

[53]考虑峰后力学特性的岩石节理渗流广义立方定理.岩土力学,2008.29(7): 1825~1831

[54]Signorini型变分不等式方法在实际工程渗流问题中的应用.岩土力学,2007 (增刊)

[55]岩体表征单元体及岩体力学参数.岩土工程学报,2007, 29(8): 1135-1142. 

[56]基于v-SVR和GA的初始地应力场位移反分析方法研究.岩土力学,2007, 28(1): 151-156.

[57]锦屏I级左岸导流洞出口边坡开挖支护有限元模拟.岩土力学,2007, 28(8): 1565-1570.

[58]内容传递网络处理能力受限代理放置贪婪算法.软件学报,2007, 18(1): 146-156. 

[59]Formulation of strain-dependent hydraulic conductivity for fractured rock mass.International Journal of Rock Mechanics and Mining Sciences(英国),2007; 44(7): 981-996.

[60]应变敏感的裂隙及裂隙岩体水力传导特性研究.岩石力学与工程学报,2006, 25(12)

[61]Stress/strain-dependent properties of hydraulic conductivity for fractured rocks,In: Dikinya O ed., Developments in Hydraulic Conductivity Research. Vienna: Intech,2011, pp.3-48. ISBN 978-953-307-470-2.