参考文献
[1]Gray D.H.,Sotir R.B.,Biotechnical and soil bioengineering slope stabilization:a practical guide for erosion control.John Wiley&Sons,Inc,1996.
[2]唐德富,包忠谟.水土保持,北京:水利电力出版社,1991.
[3]董哲仁.生态水工学的理论框架.水利学报,2003(1),1-6.
[4]董哲仁.河流形态多样性与生物群落多样性.水利学报,2003(11),1-7.
[5]O’Neill,R.V.,DeAngelis D.L.,Waide J.B.,and Allen T.F.H..A hierarchical concept of ecosystems.Princeton:Princeton University Press,1986.
[6]Odum,H.T.Ecological engineering and self-organization//Mitsch W.J.,Jorgensen S.E.(eds.).Ecological Engineering:An Introduction to Ecotechnology.New York:Wiley,1989:79-101.
[7]Gosselink,J.G.,Landscape conservation in a forested wetland watershed.Bioscience,1990,40:588-600.
[8]Mitsch,W.J.,Gosselink,J.G..Wetland,3rd edition.New York:Wiley,2000.
[9]Mitsch,W.J.,Jorgensen S.E.,Ecological engineering and ecosystem restoration.Hoboken,New Jersey:John Wiley&Sons,Inc.,2004:134-137.
[10]沈珠江.抗风化设计——未来岩土工程设计的一个重要内容.岩土工程学报,2004,6:866-869.
[11]Schor,H.,Gray,D.H..Landform grading and slope evolution.Journal of Geotechnical Engineering,ASCE,1995,121(10):729-734.
[12]周成.淮河堤岸生态加固与修复技术初步研究//中国水利学会青年治淮论坛.蚌埠,北京:中国水利水电出版社,2005:346-353.
[13]周成.水陆交通沿线裂隙岸坡的生态加固研究,第6届全国交通运输领域青年学术会议,大连.北京:人民交通出版社,2005:621-624.
[14]Gray,D.H.,Megahan W.F.Forest vegetation removal and slope stability in the Idaho Batholith.USDA Research 1980,INT-271,Ogden,UT,23pp.
[15]Gray,D.H.,Leiser A..Biotechnical slope protection and erosion control.New York:Van Nostrand Reinhold,1982.
[16]Rustom,R.N.,Weggel,J.R..A study of erosion control system:Experimental results//Proceedings of International Erosion Control Association Conference XXIV,Indianapolis,February,23-26,1993:255-273.
[17]Martin,R.P..Panelist Report:Landscaping and bioengineering of slopes in Hong Kong.Geotechnical Engineering:Meeting Societies Needs//edited by Ho,K.K.S.and Li,K.S.Proceedings of the 14th Southeast Asian Geotechnical Conference,Hong Kong,2003:661-670.
[18]Guzzetti,F.Hydrological triggers of diffused landsliding.Environmental Geology,1998,35:79-80.
[19]Leroueil,S..39th Rankine Lecture:Natural slopes and cuts:movement and failure mechanisms.Géotechnique,2001,51(3):197-243.
[20]周德培,张俊云.植被护坡工程技术.北京:人民交通出版社,2003.
[21]Theisen,M..The role of geosynthetics in erosion and sedimentation control.Proceedings of 15th GRI Seminar on Geosynthetics in Filtration,Drainage and Erosion Control,Geosynthetics Research Institute,Drexel University,Philadelphia,December 12,1991:188-203.
[22]夏汉平,敖惠修(1998)香根草生态工程:实现可持续发展的生物技术.生态学杂志,1998,17(6):44-50.
[23]徐礼熠,等.香根草系统及其在中国的研究与应用.泰国:亚太国际出版有限公司,2003.
[24]胡孟春.独联体利用有机粘合剂固定沙漠现状.世界沙漠研究,1993,4:47-51.
[25]彭波,李文瑛,戴经梁.液体固化剂加固土的研究.西安公路交通大学学报,2001,21(1):15-18.
[26]刘瑾,陈晓明,张峰君,朱文锋.高分子土固化剂的合成及固化机理研究.材料科学与工程,2002,20(2):230-234.
[27]吴正.风沙地貌与治沙工程学.北京:科学出版社,2003.
[28]Tisdall,J.M.,Oades,J.M.Organic matter and water stable aggregates in soils.Journal of Soil Science,1982,33:141-163.
[29]Muir Wood,D.,Meadows,A.,Murray,J.H.M.Effects of fungal and bacterial colonies on slope stability//Vegetation and Slopes,edited by Barker,D.H.,Institution of Civil Engineers,Proceedings,International Conference held at the University Museum,September 29-30,1995,Oxford,England,46-51.
[30]Operstein,V.,Frydman,S..The influence of vegetation on soil strength.Ground Improvement,2000,4:81-89.
[31]Frei,M.,Boll,A.Graf,F.Heinimann,H.R.,Springman,S.Quantification of the influence of vegetation on soil stability.Proceedings,International Conference on Slope Engineering,December 8-10,2003,Department of Civil Engineering,The University of Hong Kong,2003,2:872-877.
[32]Gray,D.H.,Ohashi H..Mechanics of fiber reinforcement in sands.Journal of Geotechnical Engineering,ASCE,1983,109(3):335-353.
[33]Maher,M.and Gray D.H..Static response of sands reinforced with randomly distributed fibers.Journal of Geotechnical Engineering,ASCE,1990,116(11):1661-77.
[34]潘军,王祯.纤维土的发展及其在膨胀土中的应用.路基工程,1996,68(5):12-15.
[35]介玉新,李广信.纤维加筋黏性土边坡的模型试验和计算分析.清华大学学报,1999,39(11).
[36]张旭东,占永亮,张艳美.纤维土强度特性的试验研究.路基工程,2001,94(1):36-38.
[37]雷胜友,丁万涛.加筋纤维抑制膨胀土膨胀性的试验.岩土工程学报,2005,27(4):482-485.
[38]钱家欢,殷宗泽.土工原理与计算(第二版).北京:水利电力出版社,1994.
[39]Terzaghi K..Stability of slopes of natural clay//Proc.1st Int.Conf.Soil Mech.Found.Eng.Harvad,1936,1:161-165.
[40]Skempton,A.W..Long-term stability of clay slopes.Geotechnique,1964,14(2):77-102.
[41]Bjerrum C.Progressive failure in slopes of overconsolidated plastic clay and clay shales.J.SMFE,ASCE,1967,93(5):3-49.
[42]Bishop AW.The influence of progressive failure in the choice of the method of stability analysis.Geotechnique,1971,21(2):168-172.
[43]沈珠江.理论土力学.北京:中国水利水电出版社,2000.
[44]Vaugh P.R.,Walbanckle H.T.Pore-pressure change and delayed fracture of cutting slope in overconsolidated clay.Geotechnique,1973,23(4):531-539.
[45]Skempton AW.Residual strength of clays in landslides,folded strata and the laboratory.Geotechnique,1985,35(1):3-18.
[46]Wedage AMP,Morgenstern NR,Chan DH.A strain rate dependent constitutive model for clays at residual strength.Canadian Geotechnical Journal,1998,35:364-373.
[47]Law KT,Lumb P..A limit equilibrium analysis of progressive failure in the stability of slopes.Canadian Geotechnical Journal,1978,15:113-122.
[48]Chugh AK.Variable factor of safety in slope stability analysis.Geotechnique,1986,36(1):57-64.
[49]Srbulov M M.A simple method for the analysis of stability of slopes in brittle soil.Soils and Foundations,1995,35(4):123-127.
[50]Yamagami T,Tali M,Jiang JC..Progressive failure analysis of slopes based on LEM//edited by Luo MT.,Ugai K..Performance and evaluation of soil slopes under earthquakes and rainstorms.Dalian University of Technology Press,1998:35-48.
[51]Desai CS,Samtani NC,Vulliet L..Constitutive modeling and analysis of creeping slopes.Journal of Geotechnical Engineering,ASCE,1995,121:43-56.
[52]Samtani NC,Desai CS,Vulliet L..An interface model to describe viscoplastic behaviour.International Journal of Numerical and Analytical Methods in Geomechanics,1996,20:231-252.
[53]Lo KY,Lee CF..Analysis of progressive failure in clay slopes,Proc.of 8th ICSMFE,Mockba,1.1,1973:251-258.
[54]Potts DM,Dounias GT,Vaughan PR..Finite element analysis of progressive failure of Carsington embankment.Geotechnique.1990,40(1):79-101.
[55]Benko,B.,Stead,D..The Frank slide:a reexamination of the failure mechanism.Canadian Geotechnical Journal,1998,35(2):299-311.
[56]Vermeer PA.A.simple shear band analysis using compliance.IUTAM Conf.Deformation and Failure of Granular Materials,Delft,1982:493-499.
[57]Bazant ZP and Pijaudier-Cobot G.Nonlocal continuum damage,localization instability and convergence.J.Appl.Mech.,ASCE,1988,55:287-293.
[58]Belytschko T,Fish J,Englemann BE.A finite element with embedded localization zones.Comp.Math.Appl.Mech.And Engng.,1988,70(1):59-89.
[59]de Borst R.Simulation of strain localization:A reappraisal of the Cosserat continuum.Engng Computations,1991,8:317-332.
[60]de Borst R and Muhlhaus H.B.Gradient-dependent plasticity:Formulation and algorithmic aspects.Int.J.Num.Meth.Engng.,1992,35:521-539.
[61]Pietraszczak S and Niu X.On the description of localized deformation.Int.J.Num.Anal.Meth.Geomec.,1993,17(11):791-806.
[62]Zienkiewicz OC,Huang M.Localization problems in plasticity using finite elements with adaptive remeshing.International Journal of Numerical and Analytical Methods in Geomechanics,1995,19:127-148.
[63]蒋明镜,沈珠江.考虑材料软化特性的地基承载力分析计算.水利水运科学研究,1996(1):42-47.
[64]Li X K,Cescotto S..A mixed element method in gradient plasticity for pressure dependent materials and modeling of strain localization.Comp.Meth.Appl.Mech.And Engng.,1997,144:287-305.
[65]沈珠江.应软化材料的广义孔隙压力模型.岩土工程学报,1997,5(3):14-21.
[66]Zhou C.Development of a new three-dimensional anisotropic elastic visco-plastic model for natural soft soils and applications in deformation analysis.Hong Kong:The Hong Kong Polytechnic University,2004.
[67]周成,殷建华,房震.水泥土桩加固海洋土的渐进变形破坏试验与数值分析.岩土力学,2005,26:205-208.
[68]Yang,D.Q.,Rahardjo,H.,Leong,E.C.,Choa,V..Coupled model for heat,moisture,air flow and deformation problems in unsaturated soils.Journal of Engineering Mechanics,1998,24(12):1331-1338.
[69]Gatmiri,B.,Delage,P.,Cerrolaza,M..UDAM:A powerful finite element software for the analysis of unsaturated porous media.Advances in Engineering Software,1998,29(1):29-43.
[70]Wong,T.T.,Fredlund,D.G.,Krahn,J..A numerical study of coupled consolidation in unsaturated soils.Canadian Geotechnical Journal.1998,35:926-937.
[71]沈珠江.非饱和土简化固结理论及其应用.水利水运工程学报,2003(4):1-6.
[72]Cristescu,N.D.,Cazacu,O.,Cristescu,C.A model for slow motion of natural slopes.Canadian Geotechnical Journal,2002,39:924-937.
[73]周成,蔡正银,谢和平.天然裂隙土坡渐进变形破坏简单解析.第二届全国非饱和土学术研讨会.杭州:浙江大学出版社,2005:544-552.
[74]周成,蔡正银,谢和平.天然裂隙土坡渐进变形解析.岩土工程学报,2006,28(2):174-178.
[75]Zhou,C..Deformation analysis of partially saturated soil in slopes.Key Engineering Materials,2007,34:1261-1266.
[76]Angeli,M.G.,Gasparetto,P.,Menotti,R.M.et al..A viscoplastic model for slope analysis applied to a mudslide in Cortina d′Ampezzo Italy,Q.J.Engng Geol.,1996,29:233-240.
[77]Zhou,C.,Yin,J.H.,Shen,Z.J..Preliminary study on the timedependent and progressive deformation of completely decomposed granite soils in Hong Kong.Proceedings of International Conference on Slope Engineering,Hong Kong,December 8-10,2003,1:374-379.
[78]Zhan,L.T.,Ng,C.W.W..Analytical analysis of rainfall infiltration mechanism in unsaturated soils.International Journal of Geomechanics,ASCE,2004,4(4):273-284.
[79]Greenway,D.R..Vegetation and slope stability//edited by Anderson M.G.,Richards K.S..Slope stability.New York:Wiley,1987.
[80]Gray,D.H.,Sotir,R..Biotechnical stabilization of cut and fill slopes.Proceedings,ASCE-GT Specialty Conference on Slopes and Embankments,Berkeley,CA,June,1992,2:1395-1410.
[81]Gray,D.H.,Sotir,R.(1992b).Biotechnical stabilization of a highway cut.Journal of Geotechnical Engineering,ASCE,1992,118(GT10):335-353.
[82]Gray,D.H.,Hryciw,R.D..Biotechnical stabilization of sandy coastal landforms.Proceedings of International Rip Rap Workshop,Fort Collins,CO,July 12-16,1993,1:341-356.
[83]Gray,D.H..Influence of vegetation on the stability of slope,In:Proceedings of International Conference on Vegetation and Slope,Institution of Civil Engineers,University Museum,Oxford,England.September,1994,1-23.
[84]Shields,F.D..Woody vegetation and riprap stability along the Sacramento River mile 84 to 119.Water Resources Bulletin,1991,27(3):527-536.
[85]Shields,F.D.,Gray,D.H..Effects of woody vegetation on the structural integrity of sandy levees.Water Resources Bulletin,1993,28(5):917-931.
[86]Sotir,R.,Gray,D.H..Fill slope repair using soil bioengineering systems.Proceedings of XX International Erosion Control Association Conference,Vancour,1989:473-485.
[87]Sotir,R.B..A review of recent soil bioengineering projects in North America.In:Proceedings of NSF Workshop on Biotechnical Stabilization.Ann Arbor,MI,August,1991.
[88]Tsukamoto,Y.,Kusuba,O..Vegetative influences on debris slide occurrences on steep slopes in Japan.Proceeings of Symposium on Effects of Forest Land Use on Erosion and Slope Stability,Honolulu,Hawaii:Environment Policy Institute,1984.
[89]Greenway,D.R.Anderson,M.G.,Brian-Boys,K.C..Influence of vegetation on slope stability in Hong Kong.Proceedings of the 4th International Symposium on Landslides,Toronto,1984,1:399-404.
[90]Styczen,M.E.,Morgan,R.P.C.Engineering properties of vegetation//edited by Morgan,R.P.C.and Rickson,R.J..Slope Stabilization and Erosion Control:A bioengineering approach.London:Spoon,1995:5-58.
[91]Biddle,P.G..Patterns of soil drying and moisture deficit in the vicinity of trees on clay soils.Geotechnique,1983,33(2):107-126.
[92]Barker,D.H..The way ahead:Continuing and future developments in vegetative slope engineering or ecoengineering.Proceedings of International Conference on Vegetation and Slopes,Institution of Civil Engineers,University Museum,Oxford,England.September 29-30,1994.
[93]罗斌,胡厚田.南方花岗岩残积层路堑边坡坡面冲蚀研究.铁道工程学报,1999(3):1-3.
[94]李志刚,王春辉.公路边坡冲刷机理初探.解放军理工大学学报(自然科学版),2003(3):1-3.
[95]Roering J.J,Schmidt K.M.,Stock J D.,Dietrich W.E.,Montgomery D.R..Shallow landsliding,root reinforcement,and the spatial distribution of trees in the Oregon Coast Range.Canadian Geotechnical Journal,2003,40:237-253.
[96]Watson,A.J.,O’loughlin C.L..Morphology,strength and biomass of Manuka roots and their influence on slope stability.New Zealand Journal of Forestry Science,1985,15(3):337-348.
[97]姜戎.狼图腾.武汉:长江文艺出版社,2004.
[98]Wu,T.H.,Mckinell W.P.,Swanston D.N..Strength of tree roots and landslide on Prince of Wales Island,Alaska.Canadian Geotechnical Journal,1979,16(1):19-33.
[99]Wu,T.H.,Macomber R.M.,Erb R.T.,Beal P.E..Study of soil-root interaction.Journal of Geotechnical Engineering(ASCE)1988,114(12):1351-1375.
[100]Wu,T.H.,Beal P.E..In-situ shear test of soil-root systems.Journal Geotechnical Engineering(ASCE),1988,114(12):1376-1394.
[101]Abe,K.,Ziemer,R.R..Effect of tree roots on a shear zone:modeling reinforced shear stress.Canadian Journal of Forest Resources,1991,21:1012-1019.
[102]Watson,L.J.,Dakessian,S..Soil reinforcement by roots:calculation of increased soil shear resistance from root properties.Soil Science,1981,132(6):427-435.
[103]刘国彬,蒋定生,朱显谟.黄土区草地根系生物力学特性研究.土壤侵蚀与水土保持学报,1996,2(3):21-28.
[104]程洪,张新全.草本植物根系网固土原理的力学试验探究.水土保持通报,2002,22(5):20-23.
[105]Abe,K..Simulation model for the distribution of tree roots:application to a slope stability.Journal of Japanese Forestry Society,1990,72:375-387.
[106]杨亚川,莫永京,王芝芳,等.土壤—草本植被根系复合体抗水蚀强度与抗剪切强度的试验研究.中国农业大学学报,1996(2):31-38.
[107]Sakals,M E,Sidle,R C.A spatial and temporal model of root cohesion in forest soils.Canadian Journal of Forest Research,2004,34(4):950-958.
[108]周辉,范琪.生态护坡中根系的加固机理与能力分析.公路,2006(12):179-183.
[109]Endo,T.,T.Tsuruta.The effect of tree roots upon the shearing strength of soil.Annual Report of the Hokkaido Branch,Tokyo Forest Experiment Station,1969,18:168-179.
[110]Wu T H.,Watson A..In situ shear tests of soil blocks with roots.Canadian Geotechnical Journal,1998,35:579-590.
[111]李绍才,孙海龙,杨志荣,等.护坡植物根系与岩体相互作用的力学特性.岩石力学与工程学报,2006,25(10):2051-2057.
[112]Leroueil,S.Vaughan,P.R..The general and congruent effects of structure in natural soils and weak rocks.Géotechnique,1990,40(3):467-488.
[113]Diaz-Rodriguez,J.A.,Leroueil,S.,Aleman J.D..On yielding of Mexico City clay and other natural clays.Journal of Geotechnical Engineering,1992,118(7):981-995.
[114]Tavenas,F.,Leroueil,S..Clay behaviour and the selection of design parameters.Proceedings of the 7th European Conference on Soil Mechanics and Foundations,London,1979,1:281-291.
[115]Cudny,M..Simple multi-laminate model for soft soils incorporating structural anisotropy and destructuration.Vermeer,Schweiger,Karstunen&Cudny(Eds.).Proc.of the Int.Workshop on Geotechnics of Soft Soils-Theory and Practice,VGE,2003.
[116]Dafalias,Y.F..An anisotropic critical state clay plasticity model.Proceedings of the 2nd International Conference on Constitutive Laws for Engineering Materials,Tucson,AZ:Elsevier.1987,1:513-521.
[117]Wheeler,S.J.,Näätänen,A.,Karstunen,M.,Lojander,M..An anisotropic elastoplastic model for soft clays.Canadian Geotechnical Journal,2003,40(2):403-418.
[118]Zdravkovic L,Potts DM,Hight DW.The effect of strength anisotropy on the behaviour of embankments on soft ground.Geotechnique,2002,52(6):447-457.
[119]Leroueil,S.,Kabbaj,M.,Tavenas,F.,Bouchard,R..Stressstrain-strain rate relation for the compressibility of sensitive natural clays.Géotechnique,1985,35(2):159-180.
[120]Leroueil,S.The isotache approach.Where are we 50 years after its development by ProfessorŠuklje?(ProfŠuklje’s Memorial Lecture)//Proceedings of DANUBE European Conference on Geotechnical Engineering:Active Geotechnical Design in Infrastructure Development,Volume 1:Special and Keynote Lectures,May 29-31,2006:55-88.CIP-Katalozni zapis o publikaciji,Narodna in Univerzitetna Knjiznica,Ljubljana.
[121]Leroueil,S.,Marques,M.E.S..Importance of strain rate and temperature effects in geotechnical engineering:state of the art.Proc.ASCE Conv.,Washington:Geotechnical Special Publication,No.61,1996:1-60.
[122]Mesri,G.,Shahien,M.,Feng,T.W..Compressibility parameters during primary consolidation.Proceedings of the International Symposium on Compression and Consolidation of Clayey Soils,IS-Hiroshima’s 95,Hiroshima,1995,2:1021-1037.
[123]Kabbaj,M.,Oka,F.,Leroueil,S.,Tavenas,F..Consolidation of natural clays and laboratory testing//American Society for Testing and Materials.Consolidation of soils:testing and evaluation.Special Technical Publication STP 892,1986:378-404.
[124]Yin,J.H.,Graham,J..Equivalent times and one dimensional elastic viscoplastic modelling time dependent stress-strain behaviour of clays.Canadian Geotechnical Journal,1994,31:42-52.
[125]Leroueil,S..Compressibility of clays:fundamental and practical aspects.Journal of Geotechnical Engineering,ASCE,1996,122(7):534-543.
[126]Kim,Y.T.,Leroueil,S..Modelling the viscoplastic behaviour of clays during consolidation:application to Berthierville clay in both laboratory and field conditions.Canadian Geotechnical Journal,2001,38:484-497.
[127]Zhou,C..Visco-elastic plastic deformation of natural soils around pressuremeter.In:50 years of pressuremeters international symposium,ISP5,Paris,August 22-24,2005.
[128]Zhou,C.,Yin,J.H..Elastic anisotropic visco-plastic modeling of the strain-rate dependent stress-strain behaviour of K0 consolidated natural marine clays in triaxial shear tests.International Journal of Geomechanics,ASCE,September,2005,5(3):218-232.
[129]Zhou,C.,Yin,J.H..Consolidation analyses of soils underneath Haarajoki test embankment using elastic-plastic and elastic viscoplastic models.Journal of the Southeast Asian Geotechnical Society,SEAGS,2004,(4):29-38.
[130]Crawford,C.B..State of the art:evaluation and interpretation of soil consolidation tests//American Society for Testing and Materials.Consolidation of soils:testing and evaluation.Special Technical Publication STP 892,1986:71-103.
[131]Saihi F,Leroueil S,La Rochelle P,French I.Behaviour of the stiff and sensitive Saint-Jean-Vianney clay in intact,destructured,and remoulded conditions.Canadian Geotechnical Journal,2002,39:1075-1087.
[132]Burland,J.B..30th Rankine Lecture:On the compressibility and shear strength of natural soils.Géotechnique,1990,40(3):329-378.
[133]Cuccovillo,T.,Coop,M.R..On the mechanics of structured sands.Géotechnique,1999,49(6):741-760.
[134]Leroueil,S.,Guerriero,G.,Picarelli,L.,Saihi,F..Large deformation shear strength of two types of structured soils.Proceedings of the international symposium on deformation and progressive failure in geomechanics,Nagoya,1997:217-222,Pergamon.
[135]Nova,R..Modelling the weathering effects on the mechanical behaviour of granite//Horton,Greece,Kolymbas D(eds).Constitutive Modelling of Granular Materials.Berlin:Springer,2000:397-411.
[136]Nova,R.,Castellanza R..Modelling weathering effects on the mechanical behaviour of soft rocks.International Conference on Civil Engineering.Bangalore,India:Interline Publishing,2001:157-167.
[137]Nova,R.,Castellanza,R.,Tamagnini,C..A constitutive model for bonded geomaterials subject to mechanical and/or chemical degradation.International Journal for Numerical and Analytical Methods in Geomechanics,2003,27:705-732.
[138]周成,谢和平,殷建华.多因素作用下天然土体渐进破损强度解析.岩土力学,2006,27(7):1056-1060.
[139]Zhou,C..Progressively destructurated undrained strength of natural soils//Chan&Law(eds.)4th International Conference on Soft Soil Engineering.Soft Soil Engineering London:Taylor&Francis Group,2006:485-490.
[140]Fredlund,D.G.,Rahardjo,H..Soil mechanics for unsaturated soils.New York:Wiley,1993.
[141]Fredlund,D.G..The 1999 R.M.Hardy Lecture:The implementation of unsaturated soil mechanics into geotechnical engineering.Canadian Geotechnical Journal,2000,37:963-986.
[142]Fredlund,D.G.,Morgenstern,N.R.,Widger,R.A..Shear strength of unsaturated soils.Canadian Geotechnical Journal,1978,15:313-321.
[143]Fredlund,D.G.,Rahardjo,H.,Gan,J.K-M..Non-linearity of strength envelope for unsaturated soils.Proceedings of the 6th International Conference on Expansive Soils,New Delhi,India,1-4 Dec.,1987,1:49-56.
[144]Gan,J.K.M.,Fredlund,D.G.,Rahardjo,H..Determination of the shear strength parameters of an unsaturated soil using the direct shear test.Canadian Geotechnical Journal,1988,25:500-510.
[145]Vanapalli,S.K..Simple test procedures and their interpretation in evaluating the shear strength of unsaturated soils.Saskatoon,Sask:Department of Civil Engineering,University of Saskatchewan,1994.
[146]Fredlund,D.G.,Xing,A.,Fredlund,M.D.,Barbour,S.L..The relationship of the unsaturated soil shear strength to the soil-water characteristic curve.Canadian Geotechnical Journal,1996,33:440-448.
[147]Vanapalli,S.K.,Fredlund,D.G.,Pufahl,D.E.,Clifton,A.W..Model for the prediction of shear strength with respect to soil suction.Canadian Geotechnical Journal,1996,33:379-392.
[148]Barbour,S.L..Nineteenth Canadian Geotechnical Colloquium:The soil-water characteristic curve:a historical perspective.Canadian Geotechnical Journal,1998,35:873-894.
[149]Leroueil,S.,Hight,D.W..Behaviour and properties of natural soils and soft rocks//Tan et al(eds.).Workshop on Characterization and Engineering Properties of Natural Soils,Singapore.Rotterdam:Balkema,2003,1:29-254.
[150]Wheeler,S.J.,Sharma,R.S.,Buisson,M.S.R..Coupling of hysteresis and stress-strain behavior in unsaturated soil.Géotechnique,2003,53(1):41-54.
[151]Alonso,E.E.,Gens,A.,Josa,A..A constitutive model for partially saturated soils.Géotechnique,1990,40(3):405-430.
[152]Wheeler,S.J.,Sivakumar,V..An elastoplastic critical state framework for unsaturated soil.Géotechnique,1995,45(1):35-53.
[153]Wheeler,S.J.,Karube,D..Constitutive modeling:State of the art report.Unsaturated soils,Balkema,Rotterdam,The Netherlands,1996:1179-1200.
[154]Sharma,R.S.,Wheeler,S..Behavior of an unsaturated highly expansive clay during cycles of wetting and drying.Proc.of Asian Conf.on Unsaturated Soils,Singapore,2000:721-726.
[155]Leroueil,S.,de A Barbosa,P.S..Combined effect of fabric,bonding and partial saturation on yielding of soils//Rahardjo,H.,Toll,D.G.and Leong,E.C.(Eds.).Proc.of Asian Conf.on Saturated Soils,Singapore,18-19,May,2000,Rotterdam:Balkema,2000:527-532.
[156]Maatouk,A.,Leroueil,S.,La Rochelle,P..Yielding and critical state of a collapsible unsaturated silty soil.Geotechnique,1995,45(3):465-477.
[157]Roscoe,K.H.,Schofield,A.N.,Thurairajah,A..Yielding of clay in states wetter than critical.Géotechnique,1963,13(3):211-240.
[158]Roscoe,K.H.,Burland,J.B..On the generalized stress-strain behavior of“wet”clay//Heyman,J.,Lekie,F.A.(Eds.).Engineering Plasticity.Cambridge:Cambridge University Press,1968:535-609.
[159]Zienkiewicz,O.C.and Pande,G.N.Time-dependent multilaminate model of rocks-A numerical study of deformation and failure of rock masses.Int.J.Numer.Anal.Meth.Geomech,1977,1(3):219-247.
[160]Carter J.P.,Booker J.R.,Wroth C.P..A critical state soil model for cyclic loading//Pande GN,Zienkiewicz OC(eds.).Soil Mechanics-Transient and Cyclic Loads.New York:Wiley,1982:219-252.
[161]Muir Wood,D..Kinematic hardening model for structured soil//Pande NV,Pietruszczak S(eds.).Numerical Models in Geomechanics.Rotterdam:Balkema,1995:83-88.
[162]Sheng,D.C.,Sloan,S.W.,Yu,H.S..Aspects of finite element implementation of critical state models.Computational Mechanics,2000,26:185-196.
[163]Liu,M.D.,Carter J.P..On the volumetric deformation of reconstituted soils.International Journal for Numerical and Analytical Methods in Geomechanics,2000,24:101-133.
[164]Liu,M.D.,Carter,J.P..A structured Cam Clay model.Canadian Geotechnical Journal,2002,39:1313-1332.
[165]Rouainia,M.,Muir Wood,D..Implicit numerical integration for a kinematic hardening soil plasticity model,International Journal for Numerical and Analytical Methods in Geomechanics,2001,25:1305-1325.
[166]Asaoka A..Consolidation of clay and compaction of sand-an elastoplastic description.The 12th Asian Regional Conference on SMGE,Singapore,August,2003.
[167]Wood,D.W.Soil behavior and critical state soil mechanics.Cambridge,England:Cambridge University Press,1990.
[168]Wroth,C.P.The interpretation of in situ soil tests(24th Rankine Lecture).Geotechnique,1984,34(4):449-489.
[169]Graham,J.,Houlsby,G..Anisotropic elasticity of a natural clay.Géotechnique,1983,33(2):165-180.
[170]Wheeler,S.J..A rotational hardening elasto-plastic model for clays.Proceedings of the 14th International Conference on Soil Mechanics and Foundation Engineering,Hamburg.A.A.Balkema,Rotterdam,1997,1:431-434.
[171]Whittle,A.J..MIT-E3:A constitutive model for overconsolidated clays.Balkema,Rotterdam:Comp.Meth.and Advances Geomech.,1991.
[172]Whittle,A.J..Evaluation of a constitutive model for overconsolidated clays.Géotechnique,1993,43(2):289-314.
[173]Matsuoka,H.,Yao Y.P.,Sun D.A..The Cam clay model revised by the SMP criterion.Soils and Foundations,1999,39(1):81-95.
[174]Matsuoka,H.,Sun D..The SMP concept -based 3D constitutive models for geomaterials.London,UK:Taylor&Francis Group,2006.
[175]Zienkiewicz,O.C.,Pande,G.N..Time-dependent multilaminate model of rocks-A numerical study of deformation and failure of rock masses.Int.J.Numer.Anal.Meth.Geomech.1977,1(3):219-247.
[176]Pande,G.N.,Sharma,K.G..Multi-laminate model of clays—a numerical evaluation of the influence of rotation of the principal stress axes.International Journal for Numerical and Analytical Methods in Geomechanics 1983,7:397-418.
[177]Pietruszczak,S.,Pande,G.N..Multi-laminate framework of soil models-plasticity formulation.International Journal for Numerical and Analytical Methods in Geomechanics 1987,11:651-658.
[178]Pietruszczak,S.,Pande,G.N..Description of soil anisotropy based on multi-laminate framework,Short communication.International Journal for Numerical and Analytical Methods in Geomechanics,2001,25:195-208.
[179]Yin,J.H.,Graham,J..Elastic visco-plastic modelling of timedependent stress-strain behavior of soils.Canadian Geotechnical Journal,1999,36(4):736-745.
[180]Bjerrum,L..Problems of soil?mechanics and construction on soft clays and structurally unstable soils(collapsible,expansive and others).Proceedings of the 8th I.C.S.M.F.E.,Moscow,1973,2:109-159.
[181]Rowe RK,Hinchberger SD.The significance of rate effects in modelling the Sackville test embankment.Canadian Geotechnical Journal,1998,35:500-516.
[182]Kavvadas M,Amorosi A.A constitutive model for structured soils.Geotechnique,2000,50(3):263-273.
[183]沈珠江.结构性黏土的堆砌体模型.岩土力学,2000,21(1):1-4.
[184]Zhou C,Yin JH,Chen TL,Chen SS,Shen ZJ.Elastic visco-plastic and damaging analysis for structured soil//Lee et al.(eds.).Soft soil engineering,the 3rd International Conference of Soft Soil Engineering,Hong Kong,Swets&Zeitlinger,Dec.2001:655-661.
[185]Zhou C,Chen TL,Chen SS,Shen ZJ.Masonry damage theory and 3-D EDVP model for natural structured clay//Geotechnical Engineering in Soft Ground.Proceeding of the Regional Conference on Geotechnical Aspects of Underground Construction in Soft Ground.Shanghai,China:Tongji University Press,April,2001:500-505.
[186]周成,沈珠江,殷建华.结构性黏土的边界面砌块体模型.岩土力学,2003,24(3):317-321.
[187]周成,沈珠江,陈生水.结构性土的次塑性扰动状态模型.岩土工程学报,2004,4:435-439.
[188]Nova,R..Soil models as a basis for modelling the behaviour of geophysical materials.Acta Mechanica,1986,64:31-44.
[189]Gens,A.,Nova,R..Conceptual bases for a constitutive model for bonded soils and weak rocks//A.Anagnostopoulos,F.Schlosser,N.Kalteziotis&R.Frank(eds.).Geotechnical Engineering of Hard Soils-Soft Rocks,Proc.IS-Athens’93:485-494,Rotterdam:Balkema.
[190]Alonso,E.E.,Gens,A.,Josa,A.,Gehling,W.Y.Y..Elastoplastic model for unsaturated expansive soil.Proc.3rd Eur.Conf.Num.Methods Geotech.Eng.,Manchester,1994:11-18.
[191]Alonso,E.E.,Vaunat,J.and Gens,A..Modeling the mechanical behaviour of expansive clays.Engineering Geology,1999,54:173-183.
[192]Cui Y.J.,Delage P.,Sultan N..An elastoplastic model for compacted soils//Alonso EE,Delage P(eds.).Proceedings of the 1st International Conference on Unsaturated Soil,vol.2.Balkema:Rotterdam,1995:703-709.
[193]Schrefler,B.A.,Zhan,X.Y..A fully coupled model for water flow and air flow in deformable porous media.Water Resources Research,1993,29:155-167.
[194]Kohgo Y,Nakano M,Miyazaki T..Theoretical aspects of constitutive modelling for unsaturated soils.Soils and Foundations,1993,33:49-63.
[195]Modaressi A,Abou-Bekr N..A unified approach to model the behaviour of saturated and unsaturated soils.Proceedings of the 8th International Conference on Computer Methods and Advances in Geomechanics.Balkema:Rotterdam,1994:1507-1513.
[196]Cui Y.J.,Delage P.,Sultan N..An elastoplastic model for compacted soils//Alonso EE,Delage P(eds.).Proceedings of the 1st International Conference on Unsaturated Soil,vol.2.Balkema:Rotterdam,1995:703-709.
[197]Bolzon G,Schrefler B.A.,and Zienkiewicz O.C..Elastoplastic soil constitutive laws generalised to partially saturated states.Geotechnique,1996,46:279-289.
[198]Loret,B.,Khalili,N..A three-phase model for unsaturated soils.International Journal for Numerical and Analytical Methods in Geomechanics,2000,24:893-927.
[199]Cui,Y.J.,Delage,P..Yielding and plastic behavior of an unsaturated compacted silt.Géotechnique,1996,46(2):291-311.
[200]Zhou,C..General formulation of a three dimensional constitutive model for partially and fully saturated soils based on Given Fabric Yield model.In:Proc.of 3rd Asian Conference on Unsaturated Soils-UNSAT-ASIA,Nanjing,China,April 21-23,2007.431-436.
[201]Zhou,C..General implicit numerical integration algorithm for a three dimensional constitutive model of partially and fully saturated soils.Proc.of 3rd Asian Conference on Unsaturated Soils-UNSAT-ASIA,Nanjing,China,April 21-23,2007.437-442.
[202]Gallipoli,D.,Gens,A.,Sharma,R.,Vaunat,J..An elasto-plastic model for unsaturated soils incorporating the effects of suction and degree of saturation on mechanical behavior.Géotechnique,2003,53(1):123-135.
[203]Tamagnini,R..An extended Cam-clay model for unsaturated soils with hydraulic hysteresis.Géotechnique,2004,54(3):223-228.
[204]Georgiadis,K.,Potts,David M.,Zdravkovic,L..Three-dimensional constitutive model for partially and fully saturated soils.International Journal of Geomechanics,ASCE,2005,5(3):244-255.
[205]Ghorbel,S.Modele de comportement a L′Etat Limite des sols satures et non satures.Quebec,Canada:Department of Civil Engineering,Laval University,2006.
[206]Crisfield,M.A..Non-linear finite element analysis of solids and structures.Chichester:John Wiley and Sons,1991.
[207]Potts,D.M,Gens A..A critical assessment of methods of correcting for drift from the yield surface in elastoplastic finite element analysis.International Journal for Numerical and Analytical Methods in Geomechanics,1985,9:149-159.
[208]Simo,J.C.,Taylor,R.L..Consistent tangent operator for rate-independent elastoplasticity.Comp.Methods Appl.Mech.Engrg,1985,48:101-118.
[209]Ortiz,M.,Simo,J.C..An analysis of a new class of integration algorithm for elastoplastic costitutive relations.Int J Numer Meth Eng,1986,23:353-66.
[210]Runesson,K..Implicit integration of elastoplastic relations with reference to soils.Int.J.Num.Ana.Methods Geomech,1987,11(3):315-321.
[211]Sloan,S.W..Substepping schemes for the numerical integration of elastoplastic stress-strain relations.Int J Num Methods Engrg,1987,24(5),893-911.
[212]Borja,R.I.,Lee,S.R..Cam-clay plasticity,part I:Implicit integration of elasto-plastic constitutive relations.Comput.Methods Appl.Mech.Engrg.1990,78(1),49-72.
[213]Borja,R.I..Cam-clay plasticity,part II:Implicit integration of constitutive equation based on a nonlinear elastic stress predictor.Comput.Methods Appl.Mech.Engrg.1991,88(2),225-240.
[214]Chaboche,J.L.,Cailletaud,G..Integration methods for complex plastic constitutive equations.Comp.Methods Appl.Mech.Engrg.1996,133(1-2),125-155.
[215]Sheng,D.C.,Sloan,S.W.,Yu,H.S..Aspects of finite element implementation of critical state models.Computational Mechanics,2000,26:185-196.
[216]Borja R.I.,Lin C.H.,Montans F.J..Cam-clay plasticity.Part IV:Implicit integration of anisotropic bounding surface model with nonlinear hyperelasticity and ellipsoidal loading function.Computer Methods in Applied Mechanics and Engineering,2001,190:3293-3323.
[217]Hickman,R.J.,Gutierrez,M..An internally consistent integration method for critical state models.Int.J.Numer.Anal.Meth.Geomech.,2005,29:227-248.
[218]Gens,A.,Potts,D.M..Critical state models in computational geomechanics.Eng.Comp.1988,5(3),178-197.
[219]Sloan,S.W.,Booker,J.R..Removal of singularities in Tresca and Mohr-Coulomb yield functions,Comm.In Appl.Num.Meth.,1986,2:173-179.
[220]Crisfield,M.A..Non-linear finite element analysis of solids and structures-Advanced Topics.Chichester:John Wiley and Sons,1997.
[221]Wissmann,J.W.,Hauck,C..Efficient elasto-plastic finite element analysis with higher order stress point algorithms.Computers and Structures,1983,17:89-95.
[222]Sloan,S.W..Substepping schemes for the numerical integration of elastoplastic stress-strain relations.Int J Num Methods Engrg,1987,24(5),893-911.
[223]Zhao,J.D.,Sheng,D.C.,Rouainia,M.,Sloan,S.W..Explicit stress integration of complex soil models.Int.J.Numer.Anal.Meth.Geomech.,2005,29:1209-1229.
[224]Borja R.I.,Lin C.H.,Montans F.J..Cam-clay plasticity.Part IV:Implicit integration of anisotropic bounding surface model with nonlinear hyperelasticity and ellipsoidal loading function.Computer Methods in Applied Mechanics and Engineering；2001,190:3293-3323.
[225]Tamagnini,C.,Castellanza,R.,Nova,R..A generalized backward Euler algorithm for the numerical integration of an isotropic hardening elastoplastic model for mechanical and chemical degradation of bonded geomaterials.International Journal for Numerical and Analytical Methods in Geomechanics,2002,26:963-1004.
[226]Wang,X.,Wang,L.B.,Xu,L.M..Formulation of the return mapping algorithm for elastoplastic soil models.Computers and Geotechnics,2004,31:315-338.
[227]Sheng,D.C,Sloan,S.W.Gens,A.,Smith,D.W..Finite element formulation and algorithms for unsaturated soils.Part I:Theory.International Journal for Numerical and Analytical Methods in Geomechanics,2003,27:745-765.
[228]Vaunat,J.,Cante,J.C.,Ledesma,A.,Gens,A..A stress point algorithm for an elastoplastic model in unsaturated soils.International Journal of Plasticity,2001,16:121-141.
[229]沈珠江、邓刚.黏土干湿循环中裂缝演变过程的数值模拟.岩土力学,2004,25(增刊2):1-6.
[230]沈珠江、米占宽.膨胀干渠道边坡降雨入渗和变形耦合分析.水利水运工程学报,2004(3):7-11.
[231]沈珠江.非饱和土力学实用化之路探索.岩土工程学报,2006,28(2):256-259.
[232]Kodikara J.K.,Nahlawi H.,Bouazza A..Modeling of curling in desiccating clay.Canadian Geotechnical Journal,2004,41:560-566.
[233]Abu-Hejleh,A.N.,Znidarcic,D..Desiccation theory for soft cohesive soils.Journal of Geotechnical Engineering,ASCE,1995,121(6):493-502.
[234]Konrad,J.-M.,Ayad,R..An idealized framework for the analysis of cohesive soils undergoing desiccation.Canadian Geotechnical Journal,1997,34:477-488.
[235]Konrad,J.-M.,Ayad,R.Desiccation of a sensitive clay:field experimental observations.Canadian Geotechnical Journal,1997,34:929-942.
[236]Potts,D.M.,Zdravkovic′,L.Finite element analysis in geotechnical engineering:theory.London,UK:Thomas Telford,1999.
[237]中华人民共和国国土资源部.DZ/T 0219—2006 滑坡防治工程设计与施工技术规范.北京:中国标准出版社,2006.
[238]中华人民共和国建设部.GB 50330—2002 建筑边坡工程技术规范.北京:中国建筑工业出版社,2002.
[239]GBJ 50021—2001 岩土工程勘察规范.北京:中国建筑工业出版社,2002.
[240]GBJ 112—87 膨胀土地区建筑技术规范.北京:中国建筑工业出版社,1987.
[241]中华人民共和国水利部.SL 204—98 开发建设项目水土保持方案技术规范.北京:中国水利水电出版社,1998.
[242]国家土地管理局.UDC—TD 土地复垦技术标准(试行).北京:中国标准出版社,1995.
[243]GB/T 15776—1995 造林技术规程.北京:中国标准出版社,1995.
[244]国家林业局.LY/T 1606—2003 森林生态系统定位观测指标体系.北京:中国标准出版社,2003.
[245]中国标准出版社.环境监测方法标准汇编(土壤环境与固体废物).北京:中国标准出版社,2007.
[246]国家技术监督局.GB/T 18337.2—2001 生态公益林建设技术规程.北京:中国标准出版社,2001.
[247]江苏省国土资源厅.《江苏省露采矿山环境整治技术要求》(试行).2006.