路基土动荷载下力学行为研究进展
|
摘要
从试验研究、模型和本构关系研究两大部分入手,介绍了路基土在动荷载作用下的塑性及回弹行为、安定行为与临界应力水准及其判别、应变速率、固结沉降与固结度、动力本构模型、孔压模型、应变软化、应变硬化等基本特征,对比分析了国内外对路基土动荷载下力学行为研究的最新进展,总结了当前路基土研究中存在的主要问题,并提出了今后研究的发展趋势。
This paper synthesizes the mechanic behavior and character of subgrade soil under dynamic load all over the world.It introduces the research status in quo of the mechanic behavior and character of subgrade soil under dynamic load depended on experimentation and constitutive model.Then,it points out the major problems in the research of mechanics behavior and character of subgrade soil under dynamic load recently.Finally,it points out the direction of development of the subgrade soil.
This paper synthesizes the mechanic behavior and character of subgrade soil under dynamic load all over the world.It introduces the research status in quo of the mechanic behavior and character of subgrade soil under dynamic load depended on experimentation and constitutive model.Then,it points out the major problems in the research of mechanics behavior and character of subgrade soil under dynamic load recently.Finally,it points out the direction of development of the subgrade soil.
引文
[1]Melan E.Theorie Statisch Unbestimmter Systeme Ausideal-Plastischen Baustoff[J].Sitzungsberichte der Akademie derWissenschaften in Wien,1936,1:45-195.
[2]Sharp R W,Booker J R.Shakedown of Pavements under Mov-ing Surface Loads[J].Journal of Transportation Engineer-ing,1984,110(1):1-14.
[3]Seed H B,Chan C K,Monismith C L.Effects of Repeated Load-ing on the Strength and Deformation of Compacted Clay[J].HRB Proceedings,1955,34:541-558.
[4]Seed H B,Chan C K.A Effects of Stress History and Frequen-cy of Stress Application on Deformation of Clay Subgrades un-der Repeated Loading[J].HRB Proceeding,1958,37:555-575.
[5]Seed H B,Chan C K.Undrained Strength of Compacted ClaysAfter Soaking[J].Journal of Soil Mechanics and FoundationEngineering,1959,85(5):87-128.
[6]Seed H B,Chen C K,Lee C E.Resilience Characteristics ofSubgrade Soils and Their Relation to Fatigue in Asphalt Pave-ment[C]∥Anon.Proceedings,First International Conferenceon the Structure Design of Asphalt Pavement.Michigan:Uni-versity of Michigan,1962:611-636.
[7]Seed H B,Mitry F G,Monismith C L,et al.Prediction ofFlexible Pavement Deflections from Laboratory Repeated-Load Tests[R]:NCHRP Report 35.Highway Research Board,1967.
[8]Asphalt Institute.Thickness Design:Asphalt Pavement forHighways and Streets,Ninth[S].Manual Series No.1(MS-1).Asphalt Institute,1981.
[9]Robert P E,Norman D D,Qiu Yanjun.Permanent Deforma-tion of Subgrade Soils Phase I:A Test Protocol[R].MBTCFR-1069,1998.
[10]Elliott R P,Thompson M R.Ailli-Pave Mechanistic Analysisof AASHO Road Test Flexible Pavements[R].WashingtonD.C.:TRB,1985:TRR 1043.
[11]Elliott R P,Thornton S I.Simplification of Subgrade ResilientModulus Testing[J].Transportation Research Record,1988,1 192:1-7.
[12]AASHTO.“The AASHTO Road Test,Report5”[R].Pave-ment Research,Special Report 73,Highway Research Board,1962.
[13]AASHTO.Guide for Design of Pavement Structures[S].A-merican Association of State Highway and Transportation Of-ficials,1986.
[14]AASHTO.Designation:T274-82,Standard Method of Testfor Resilient Modulus of Subgrade Soils[S].American Asso-ciation of State Highway and Transportation Officials,1986.
[15]AASHTO.Designation:T292-91,Standard Method of Testfor Resilient Modulus of Subgrade Soils and Untreated Base/Subbase Materials[S].American Association of State Highwayand Transportation Officials,1992.
[16]AASHTO.Designation:T294-92,Standard Method of Testfor Resilient Modulus of Unbound Granular Base/SubbaseMaterials and Subgrade Soils-SHRP Protocol[S].AmericanAssociation of State Highway and Transportation Officials,1994.
[17]Drumm E C,Reeves J S,Madgett M R,et al.Subgrade Resili-ent Modulus Correction for Saturation Effects[J].Journal ofGeotechnical and Geoenvironmental Engineering,1997,123(7):663-670.
[18]Fredlund D G,Berbergan A T.Relation Between ResilientModulus and Stress Conditions for Cohesive Subgrade Soils[J].Transportation Research Record,1977,642:73-81.
[19]陈进,林志栋.路基红土回弹模量(Mr)特性的研究[C]∥佚名.第六届路面工程学术研讨会论文集.台北:出版社不详,1992:17-40.
[20]Muhanna A S,Rahman M S,Lambe P C.Model for ResilientModulus and Permanent Strain of Subgrade Soils[J].Trans-portation Research Record,1998,1 619:85-93.
[21]Muhanna A S,Rahman M S,Lambe P C.Resilient ModulusMeasurement of Fine-Grained Subgrade Soils[J].Transporta-tion Research Record,1999,1 687:3-12.
[22]Chen D H,Zaman M M,Laguro J G.Resilient Moduli of Ag-gregate Materials Variability due to Testing Procedure and Ag-gregate Type[J].Transportation Research Record,1994,1 462:57-64.
[23]Ping W V,Yang Z.Experimental Verification of Resilient De-formation for Granular Subgrades[J].Transportation ResearchRecord,1998,1 639:12-22.
[24]Muhanna A S.A Testing Procedure and a Model for ResilientModulus and Accumulated Plastic Strain of Cohesive Sub-grade Soils[D].North Carolina State University,1994.
[25]Kazuya Y,Toyotoshi Y,Kazutoshi H.Cyclic Strength and De-formation of Normally Consolidation Clay[J].Soils and Foun-dations,1982,22(3):77-91.
[26]廖化荣.红黏土路基循环动荷载下塑性力学行为及预测模型研究[D].广州:中山大学地球科学系,2004.
[27]Werkmeister S,Dawson A R,Wellner F.Permanent Deforma-tion Behavior of Granular Materials and the Shakedown Con-cept[C]∥Anon.Proceedings80th Annual Meeting.Washing-ton D.C.:Transportation Research Board,2001:1-152.
[28]杨树荣.路基土壤反复载重下之回弹与塑性行为及模式建构[D].中国台北:国立中央大学土木工程研究所,2002.
[29]Larew H G,Leonards G A.A Repeated Load Strength Criteri-on Proceedings[R]:Vol.42.Highway Research Board,1962:529-556.
[30]Larew H G,Leonards G A.A Strength Criterion for RepeatedLoads[R]:Vol.42.Highway Research Board,1962:529-556.
[31]Gaskin P N,Raymond G P,Addo-Abedi F Y.Repeated Com-pressive Loading of a Sand[J].Canadian Geotechnical Jour-nal,1979,16:798-802.
[32]Brown S F,Lashine A K F,Hyde A F L.Repeated Load Triax-ial Testing of a Silty Clay[J].Geotechnique,1975,25(1):95-114.
[33]Brown S F,Hyde A F L.A Significance of Cyclic ConfiningStress in Repeated-Load Triaxial Testing of Granular Mate-rial[R].Washington D.C.:HRB,1975,HRR 537:49-58.
[34]Werkmeister S,Numrich R,Dawson A R,et al.DeformationBehaviour of Granular Materials under Repeated Dynamic Load[J].Environmental Geomechanics-Monte Verità,2002,2:1-9.
[35]Mitchell R J,King R D.Cyclic Loading of an Ottawa AreaChampian Sea Clay[J].Canadian Geotechnical Journal,1976,14:52-63.
[36]Raymond G P,Gaskin P N,Addo-Abedi F Y.Repeated Com-pressive Loading of Leda Clay[J].Canadian GeotechnicalJournal,1979,114(1):1-10.
[37]Hyde A F L,Brown S F.The Plastic Deformation of a SiltyClay under Creep and Repeated Loading[J].Geotechnique,1976,26(1):173-184.
[38]蒋军.循环荷载作用下黏土应变速率试验研究[J].岩土工程学报,2002,24(4):528-531.
[39]Terzaghi K.Theoretical Soil Mechanics[M].New York:JohnWiley and Sons Inc.,1943.
[40]Schiffman R L,Stein J R.One-Dimensional Consolidation ofLayered Systems[J].Journal of the Soil Mechanics and Foun-dation Division,1970,96(4):1 499-1 504.
[41]Alonso E E,Krizek R J.Randomness of Settlement Rate underStochastic Load[J].Journal of the Engineering Mechanics Di-vision,1974,100(6):1 211-1 226.
[42]Baligh M M,Levdoux J N.Consolidation Theory for CyclicLoading[J].Geotech.Engng.Div.,1978,104:415-431.
[43]吴世明,陈龙珠,杨丹.周期荷载作用下饱和黏土的一维固结[J].浙江大学学报,1988,22(5):60-70.
[44]谢康和,潘秋元.变荷载下任意层地基一维固结理论[J].岩土工程学报,1995,17(5):80-85.
[45]Rahal M A,Veuz A R.Analysis of Settlement and Pore Pres-sure Induced by Cyclic Loading of Soil[J].Journal of Geotech-nical and Geoenvironmental Engineering,1998,124(12):1 208-1 210.
[46]梁旭,蔡袁强,吴世明,等.半透水边界饱和土层在循环荷载作用下的一维固结分析[J].水利学报,2002,7:31-36.
[47]Hyodo M,Yasuhara K,Hirao K.Prediction of Clay Behav-iour in Undrained and Partially Drained Cyclic Triaxial Tests[J].Soils and Foundations,1992,32(4):117-127.
[48]Elliot R P,Dennis N D,Qiu Yanjun.Permanent Deformationof Subgrade Soils Phase II:Repeated Load Testing of FourSoild[R].MBTC FR-1 089,1 998.
[49]Dafalias Y F,Popov E P.A Model of Nonlinearly HardeningMaterials for Complex Loading[J].Acta Mechanica,1975,21:173-192.
[50]Dafalias Y F.Bounding Surface Plasticity:ⅠMathematical forMulation and Hypoplasticity[J].J.Engng.Mech.,1986,112(9):966-987.
[51]Krieg R D.A Practical Two Surface Plasticity Theory[J].J.Appl.Mech.,1975,42:641-646.
[52]Mroz Z,Norris V A,Zienkiewicz O C.Application of an Aniso-tropic Hardening Model in the Analysis of Elasto-Plastic De-formation Soils[J].Geotechnique,1979,29(1):1-34.
[53]Iwan W D.On a Class of Model for the Yielding Behavior ofContinuous and Composite Systems[J].J.Appl.Mech.,1967,4:612.
[54]Prevost J H.Plasticity Theory for Soils Stress-Strain Behavior[J].J.Engng.Mech.Div.,1978,104(5):1 177-1 196.
[55]王建华,要明伦.软黏土不排水循环特性的弹塑性模拟[J].岩土工程学报,1996,18(3):11-18.
[56]徐干成,谢定义,郑颖人.饱和砂土循环动应力应变特性的弹塑性模拟研究[J].岩土工程学报,1995,17(2):1-12.
[57]Zienkiewicz O C,Leung K H,Pastor M.Simple Model forTransient Soil Loading in Earthquake Analysis(I):Basic Modeland Its Application[J].Int.J.Numer.Analyt.Methods Geo-mech.,1985,9:453-476.
[58]Ramsamooj D V,Alwash A J.Model Prediction of Cyclic Re-sponse of Soils[J].Journal of Geotechnical Engineering,1990,116(7):1 053-1 072.
[59]Bardet J P.Bounding Surface Plasticity Model for Sands[J].Journal of Engineering Mechanics,ASCE,1985,112(11):1 198-1 217.
[60]Bonaquist R,Witczak M W.A Plasticity Modeling Applied tothe Pavement Deformation Response of Granular Materials inFlexible Pavement Systems[R].Washington D.C.:TRB,1996,TRR 1540:7-14.
[61]Ge Yunning.Constitutive Behavior of Granular Materials atLow Confining Streees[D].Department of Civl.Environmen-tal and Architectural Engineering,University of Colorado atBoulder,2002.
[62]谢定义.土动力学[M].西安:西安交通大学出版社,1988:203-224.
[63]要明伦,聂栓林.饱和软黏土动变形计算的一种模式[J].水利学报,1994,(7):51-55.
[64]章克凌,陶振宇.饱和黏土在循环荷载作用下的孔压预测[J].岩土力学,1994,15(3):9-17.
[65]张克绪,李明宰,王治琨.基于非曼辛准则的土动弹塑性模型[J].地震工程与工程振动,1997,17(2):74-80.
[66]蔡袁强,徐长节,丁狄刚.循环荷载下成层饱水地基的一维固结[J].振动工程学报,1998,11(2):184-193.
[67]许才军,周红波.不排水循环荷载作用下饱和软黏土底孔压增长模型[J].勘查科学技术,1998,(1):3-7.
[68]蒋军,朱向荣.不排水循环荷载作用下含砂芯黏土复合土样性状研究[J].水利学报,2001,(12):62-67.
[69]李世壮.车辆荷载作用下复合路基的沉降研究[J].长春工程学院学报:自然科学版,2002,3(2):26-28.
[70]周志斌.车辆载荷作用下路基土的变形特性[J].浙江工业大学学报,2002,30(2):184-188.
[71]徐建平,谢伟平.典型动力荷载作用下的应力路径及土动力分析方法[J].华中科技大学学报:城市科学版,2002,19(2):42-45.
[72]刘公社,巫志辉.动荷载下饱和黄土的孔压演化规律及其在地基动力分析中的应用[J].工业建筑,1994,(3):40-44,18.
[73]曹新文,蔡英.铁路路基动态特征性的模型试验研究[J].西南交通大学学报,1996,31(1):36-41.
[74]陈存礼,谢定义.动荷载作用下强度发挥面和空间强度发挥面上砂土的应力应变关系的研究[J].岩石力学与工程学报,2000,19(6):770-774.
[75]钟辉虹,黄茂松,吴世明,等.循环荷载作用下软黏土变形特性研究[J].岩土工程学报,2002,24(5):629-632.
[76]凌建明,王伟,邬洪波.行车荷载作用下湿软路基残余变形的研究[J].同济大学学报,2002,30(11):1 315-1 320.
[77]Monismith C L,Ogawn N,Freeme C R.Permanent Deforma-tion Characteristics of Subgrade Soils due to Repeated Loading[J].Transportation Research Record,1975,537:1-17.
[78]Guirguis H R.Application of Mechanistic Approach to Pave-ment Systems Permanent Deformation Evaluation[D].Colum-bus,Ohio:Ohio State University,1974.
[79]Poulsen J,Stubstad R N.Alaboratory Testing of Cohesive Sub-grades:Results and Implications Relative to Structural Pave-ment Design and Distress Model[R].Washington D.C.:TRB,1980,TRR 671:84-91.
[80]Lentz R W.Permanent Deformation of a Cohesionless Sub-grade Material under Cyclic Loading[D].East Lansing,USA:Michigan State University,1979.
[81]Diyaljee A M,Raymond G P.Repetitive Load Deformation ofCohesionless Soil[J].Journal of the Geotechnical Engineer-ing,1982,123(7):663-670.
[82]Allen D L,Deen R C.A Computerized Analysis of RuttingBehavior of Flexible Pavement[R].Washington D.C.:TRB,1986,TRR 1 095:1-10.
[83]Pumphrey J N D,Lentz R W.A Deformation Analysis ofFlorida Highway Subgrade Sand Subjected to RepeatedLoad Triaxial Tests[R].Washington D.C.:TRB,1986,TRR1 089:49-56.
[84]Li D,Selig E T.Accumulative Plastic Deformation for Fine-Grained Subgrade Soils[J].Journal of Geotechnical Engineer-ing,1996,122(12):1 006-1 013.
[85]Wei Z,Per U.Back-Calculation of Pavement Layer Moduliand Forward-Calculation of Stresses and Strains[R].Lyng-by:Techniacl University of Denmark,Centre for Traffic andTransport DTU,1999.
[86]Werkmeister S,Dawson R A,Wellner F.Design Concept ofUnbound Granular Layers in Pavement Constructions[C]∥A-non.21stARRB/11th REAAA Conference.[S.l.]:AustralianRoad Research Board,2003.
[87]周建.饱和软黏土循环变形的弹塑性研究[J].岩土工程学报,2000,22(4):499-502.
[88]周建,龚哓南,李建强.循环荷载作用下饱和软黏土特性试验研究[J].工业建筑,2000,30(11):43-47,4.
[89]Mroz Z,Norris V A,Zienkiewicz O C.Application of an Aniso-tropic Hardening Model in the Analysis of Elasto-Plastic De-formation Soils[J].Geotechnique,1979,29(1):1-34.
[90]Vermeer P A.A Five Constant Model Unifying Well Estab-lished Concepts,International Workshop on Constitutive Rela-tions for Soils,Grenoble,France[R].1982:175-197.
[91]Mould J C,Sture S,Ko H Y.Modeling of Elastic-PlasticAnisotropic Hardening and Rotating Principal Stress Directionsin Sand[C]∥Anon.Proceedings,International Union of The-oretical and Applied Mechanics(IUTAM)Symposium on De-formation and Failure of Granular Materials,Delft.[S.l.],The Netherlands:A.A.Balkema Press,1982:431-439.
[92]Anandarajah P.A Granular Material Model Based on Associ-ated Flow Rule Applied to Monotonic Loading Behavior[J].Soils and Foundations,1994,34(3):81-98.
[93]Wood D M,Belkheir K,Liu D F.Strain Softening and StateParameter for Sand Modelling[J].Geotechnique,1994,44(2):335-339.
[94]Manzari M T,Dafalias Y F.A Critical State Two-SurfacePlasticity Model for Sands[J].Geotechnique,1997,47(2):255-272.
[95]Dorman G M,Metcalf C T.A Design Curves for FlexiblePavements based on Layered System Theory[R]:Vol.71.Highway Research Board,1965:69-83.
[96]Edwards J M,Valkering C P.A Structural Design of AsphaltPavements for Road Vehicles:The Influence of High Temper-atures[J].Highways and Road Construction,1974,80:180-182.
[97]Simpson A L,Daleiden J F,Hadley W O.Rutting Analysisfrom a Different Perspective[R].Washington D.C.:TRB,1995,TRR 1 473:9-16.
[98]Ahmed S A O,Abd E H,Easa S M.Behavior of Asphalt Pave-ments under Repeated Tensile Strains[J].Assistant Professorof Civil Engineering,1998,(6):325-327.
[2]Sharp R W,Booker J R.Shakedown of Pavements under Mov-ing Surface Loads[J].Journal of Transportation Engineer-ing,1984,110(1):1-14.
[3]Seed H B,Chan C K,Monismith C L.Effects of Repeated Load-ing on the Strength and Deformation of Compacted Clay[J].HRB Proceedings,1955,34:541-558.
[4]Seed H B,Chan C K.A Effects of Stress History and Frequen-cy of Stress Application on Deformation of Clay Subgrades un-der Repeated Loading[J].HRB Proceeding,1958,37:555-575.
[5]Seed H B,Chan C K.Undrained Strength of Compacted ClaysAfter Soaking[J].Journal of Soil Mechanics and FoundationEngineering,1959,85(5):87-128.
[6]Seed H B,Chen C K,Lee C E.Resilience Characteristics ofSubgrade Soils and Their Relation to Fatigue in Asphalt Pave-ment[C]∥Anon.Proceedings,First International Conferenceon the Structure Design of Asphalt Pavement.Michigan:Uni-versity of Michigan,1962:611-636.
[7]Seed H B,Mitry F G,Monismith C L,et al.Prediction ofFlexible Pavement Deflections from Laboratory Repeated-Load Tests[R]:NCHRP Report 35.Highway Research Board,1967.
[8]Asphalt Institute.Thickness Design:Asphalt Pavement forHighways and Streets,Ninth[S].Manual Series No.1(MS-1).Asphalt Institute,1981.
[9]Robert P E,Norman D D,Qiu Yanjun.Permanent Deforma-tion of Subgrade Soils Phase I:A Test Protocol[R].MBTCFR-1069,1998.
[10]Elliott R P,Thompson M R.Ailli-Pave Mechanistic Analysisof AASHO Road Test Flexible Pavements[R].WashingtonD.C.:TRB,1985:TRR 1043.
[11]Elliott R P,Thornton S I.Simplification of Subgrade ResilientModulus Testing[J].Transportation Research Record,1988,1 192:1-7.
[12]AASHTO.“The AASHTO Road Test,Report5”[R].Pave-ment Research,Special Report 73,Highway Research Board,1962.
[13]AASHTO.Guide for Design of Pavement Structures[S].A-merican Association of State Highway and Transportation Of-ficials,1986.
[14]AASHTO.Designation:T274-82,Standard Method of Testfor Resilient Modulus of Subgrade Soils[S].American Asso-ciation of State Highway and Transportation Officials,1986.
[15]AASHTO.Designation:T292-91,Standard Method of Testfor Resilient Modulus of Subgrade Soils and Untreated Base/Subbase Materials[S].American Association of State Highwayand Transportation Officials,1992.
[16]AASHTO.Designation:T294-92,Standard Method of Testfor Resilient Modulus of Unbound Granular Base/SubbaseMaterials and Subgrade Soils-SHRP Protocol[S].AmericanAssociation of State Highway and Transportation Officials,1994.
[17]Drumm E C,Reeves J S,Madgett M R,et al.Subgrade Resili-ent Modulus Correction for Saturation Effects[J].Journal ofGeotechnical and Geoenvironmental Engineering,1997,123(7):663-670.
[18]Fredlund D G,Berbergan A T.Relation Between ResilientModulus and Stress Conditions for Cohesive Subgrade Soils[J].Transportation Research Record,1977,642:73-81.
[19]陈进,林志栋.路基红土回弹模量(Mr)特性的研究[C]∥佚名.第六届路面工程学术研讨会论文集.台北:出版社不详,1992:17-40.
[20]Muhanna A S,Rahman M S,Lambe P C.Model for ResilientModulus and Permanent Strain of Subgrade Soils[J].Trans-portation Research Record,1998,1 619:85-93.
[21]Muhanna A S,Rahman M S,Lambe P C.Resilient ModulusMeasurement of Fine-Grained Subgrade Soils[J].Transporta-tion Research Record,1999,1 687:3-12.
[22]Chen D H,Zaman M M,Laguro J G.Resilient Moduli of Ag-gregate Materials Variability due to Testing Procedure and Ag-gregate Type[J].Transportation Research Record,1994,1 462:57-64.
[23]Ping W V,Yang Z.Experimental Verification of Resilient De-formation for Granular Subgrades[J].Transportation ResearchRecord,1998,1 639:12-22.
[24]Muhanna A S.A Testing Procedure and a Model for ResilientModulus and Accumulated Plastic Strain of Cohesive Sub-grade Soils[D].North Carolina State University,1994.
[25]Kazuya Y,Toyotoshi Y,Kazutoshi H.Cyclic Strength and De-formation of Normally Consolidation Clay[J].Soils and Foun-dations,1982,22(3):77-91.
[26]廖化荣.红黏土路基循环动荷载下塑性力学行为及预测模型研究[D].广州:中山大学地球科学系,2004.
[27]Werkmeister S,Dawson A R,Wellner F.Permanent Deforma-tion Behavior of Granular Materials and the Shakedown Con-cept[C]∥Anon.Proceedings80th Annual Meeting.Washing-ton D.C.:Transportation Research Board,2001:1-152.
[28]杨树荣.路基土壤反复载重下之回弹与塑性行为及模式建构[D].中国台北:国立中央大学土木工程研究所,2002.
[29]Larew H G,Leonards G A.A Repeated Load Strength Criteri-on Proceedings[R]:Vol.42.Highway Research Board,1962:529-556.
[30]Larew H G,Leonards G A.A Strength Criterion for RepeatedLoads[R]:Vol.42.Highway Research Board,1962:529-556.
[31]Gaskin P N,Raymond G P,Addo-Abedi F Y.Repeated Com-pressive Loading of a Sand[J].Canadian Geotechnical Jour-nal,1979,16:798-802.
[32]Brown S F,Lashine A K F,Hyde A F L.Repeated Load Triax-ial Testing of a Silty Clay[J].Geotechnique,1975,25(1):95-114.
[33]Brown S F,Hyde A F L.A Significance of Cyclic ConfiningStress in Repeated-Load Triaxial Testing of Granular Mate-rial[R].Washington D.C.:HRB,1975,HRR 537:49-58.
[34]Werkmeister S,Numrich R,Dawson A R,et al.DeformationBehaviour of Granular Materials under Repeated Dynamic Load[J].Environmental Geomechanics-Monte Verità,2002,2:1-9.
[35]Mitchell R J,King R D.Cyclic Loading of an Ottawa AreaChampian Sea Clay[J].Canadian Geotechnical Journal,1976,14:52-63.
[36]Raymond G P,Gaskin P N,Addo-Abedi F Y.Repeated Com-pressive Loading of Leda Clay[J].Canadian GeotechnicalJournal,1979,114(1):1-10.
[37]Hyde A F L,Brown S F.The Plastic Deformation of a SiltyClay under Creep and Repeated Loading[J].Geotechnique,1976,26(1):173-184.
[38]蒋军.循环荷载作用下黏土应变速率试验研究[J].岩土工程学报,2002,24(4):528-531.
[39]Terzaghi K.Theoretical Soil Mechanics[M].New York:JohnWiley and Sons Inc.,1943.
[40]Schiffman R L,Stein J R.One-Dimensional Consolidation ofLayered Systems[J].Journal of the Soil Mechanics and Foun-dation Division,1970,96(4):1 499-1 504.
[41]Alonso E E,Krizek R J.Randomness of Settlement Rate underStochastic Load[J].Journal of the Engineering Mechanics Di-vision,1974,100(6):1 211-1 226.
[42]Baligh M M,Levdoux J N.Consolidation Theory for CyclicLoading[J].Geotech.Engng.Div.,1978,104:415-431.
[43]吴世明,陈龙珠,杨丹.周期荷载作用下饱和黏土的一维固结[J].浙江大学学报,1988,22(5):60-70.
[44]谢康和,潘秋元.变荷载下任意层地基一维固结理论[J].岩土工程学报,1995,17(5):80-85.
[45]Rahal M A,Veuz A R.Analysis of Settlement and Pore Pres-sure Induced by Cyclic Loading of Soil[J].Journal of Geotech-nical and Geoenvironmental Engineering,1998,124(12):1 208-1 210.
[46]梁旭,蔡袁强,吴世明,等.半透水边界饱和土层在循环荷载作用下的一维固结分析[J].水利学报,2002,7:31-36.
[47]Hyodo M,Yasuhara K,Hirao K.Prediction of Clay Behav-iour in Undrained and Partially Drained Cyclic Triaxial Tests[J].Soils and Foundations,1992,32(4):117-127.
[48]Elliot R P,Dennis N D,Qiu Yanjun.Permanent Deformationof Subgrade Soils Phase II:Repeated Load Testing of FourSoild[R].MBTC FR-1 089,1 998.
[49]Dafalias Y F,Popov E P.A Model of Nonlinearly HardeningMaterials for Complex Loading[J].Acta Mechanica,1975,21:173-192.
[50]Dafalias Y F.Bounding Surface Plasticity:ⅠMathematical forMulation and Hypoplasticity[J].J.Engng.Mech.,1986,112(9):966-987.
[51]Krieg R D.A Practical Two Surface Plasticity Theory[J].J.Appl.Mech.,1975,42:641-646.
[52]Mroz Z,Norris V A,Zienkiewicz O C.Application of an Aniso-tropic Hardening Model in the Analysis of Elasto-Plastic De-formation Soils[J].Geotechnique,1979,29(1):1-34.
[53]Iwan W D.On a Class of Model for the Yielding Behavior ofContinuous and Composite Systems[J].J.Appl.Mech.,1967,4:612.
[54]Prevost J H.Plasticity Theory for Soils Stress-Strain Behavior[J].J.Engng.Mech.Div.,1978,104(5):1 177-1 196.
[55]王建华,要明伦.软黏土不排水循环特性的弹塑性模拟[J].岩土工程学报,1996,18(3):11-18.
[56]徐干成,谢定义,郑颖人.饱和砂土循环动应力应变特性的弹塑性模拟研究[J].岩土工程学报,1995,17(2):1-12.
[57]Zienkiewicz O C,Leung K H,Pastor M.Simple Model forTransient Soil Loading in Earthquake Analysis(I):Basic Modeland Its Application[J].Int.J.Numer.Analyt.Methods Geo-mech.,1985,9:453-476.
[58]Ramsamooj D V,Alwash A J.Model Prediction of Cyclic Re-sponse of Soils[J].Journal of Geotechnical Engineering,1990,116(7):1 053-1 072.
[59]Bardet J P.Bounding Surface Plasticity Model for Sands[J].Journal of Engineering Mechanics,ASCE,1985,112(11):1 198-1 217.
[60]Bonaquist R,Witczak M W.A Plasticity Modeling Applied tothe Pavement Deformation Response of Granular Materials inFlexible Pavement Systems[R].Washington D.C.:TRB,1996,TRR 1540:7-14.
[61]Ge Yunning.Constitutive Behavior of Granular Materials atLow Confining Streees[D].Department of Civl.Environmen-tal and Architectural Engineering,University of Colorado atBoulder,2002.
[62]谢定义.土动力学[M].西安:西安交通大学出版社,1988:203-224.
[63]要明伦,聂栓林.饱和软黏土动变形计算的一种模式[J].水利学报,1994,(7):51-55.
[64]章克凌,陶振宇.饱和黏土在循环荷载作用下的孔压预测[J].岩土力学,1994,15(3):9-17.
[65]张克绪,李明宰,王治琨.基于非曼辛准则的土动弹塑性模型[J].地震工程与工程振动,1997,17(2):74-80.
[66]蔡袁强,徐长节,丁狄刚.循环荷载下成层饱水地基的一维固结[J].振动工程学报,1998,11(2):184-193.
[67]许才军,周红波.不排水循环荷载作用下饱和软黏土底孔压增长模型[J].勘查科学技术,1998,(1):3-7.
[68]蒋军,朱向荣.不排水循环荷载作用下含砂芯黏土复合土样性状研究[J].水利学报,2001,(12):62-67.
[69]李世壮.车辆荷载作用下复合路基的沉降研究[J].长春工程学院学报:自然科学版,2002,3(2):26-28.
[70]周志斌.车辆载荷作用下路基土的变形特性[J].浙江工业大学学报,2002,30(2):184-188.
[71]徐建平,谢伟平.典型动力荷载作用下的应力路径及土动力分析方法[J].华中科技大学学报:城市科学版,2002,19(2):42-45.
[72]刘公社,巫志辉.动荷载下饱和黄土的孔压演化规律及其在地基动力分析中的应用[J].工业建筑,1994,(3):40-44,18.
[73]曹新文,蔡英.铁路路基动态特征性的模型试验研究[J].西南交通大学学报,1996,31(1):36-41.
[74]陈存礼,谢定义.动荷载作用下强度发挥面和空间强度发挥面上砂土的应力应变关系的研究[J].岩石力学与工程学报,2000,19(6):770-774.
[75]钟辉虹,黄茂松,吴世明,等.循环荷载作用下软黏土变形特性研究[J].岩土工程学报,2002,24(5):629-632.
[76]凌建明,王伟,邬洪波.行车荷载作用下湿软路基残余变形的研究[J].同济大学学报,2002,30(11):1 315-1 320.
[77]Monismith C L,Ogawn N,Freeme C R.Permanent Deforma-tion Characteristics of Subgrade Soils due to Repeated Loading[J].Transportation Research Record,1975,537:1-17.
[78]Guirguis H R.Application of Mechanistic Approach to Pave-ment Systems Permanent Deformation Evaluation[D].Colum-bus,Ohio:Ohio State University,1974.
[79]Poulsen J,Stubstad R N.Alaboratory Testing of Cohesive Sub-grades:Results and Implications Relative to Structural Pave-ment Design and Distress Model[R].Washington D.C.:TRB,1980,TRR 671:84-91.
[80]Lentz R W.Permanent Deformation of a Cohesionless Sub-grade Material under Cyclic Loading[D].East Lansing,USA:Michigan State University,1979.
[81]Diyaljee A M,Raymond G P.Repetitive Load Deformation ofCohesionless Soil[J].Journal of the Geotechnical Engineer-ing,1982,123(7):663-670.
[82]Allen D L,Deen R C.A Computerized Analysis of RuttingBehavior of Flexible Pavement[R].Washington D.C.:TRB,1986,TRR 1 095:1-10.
[83]Pumphrey J N D,Lentz R W.A Deformation Analysis ofFlorida Highway Subgrade Sand Subjected to RepeatedLoad Triaxial Tests[R].Washington D.C.:TRB,1986,TRR1 089:49-56.
[84]Li D,Selig E T.Accumulative Plastic Deformation for Fine-Grained Subgrade Soils[J].Journal of Geotechnical Engineer-ing,1996,122(12):1 006-1 013.
[85]Wei Z,Per U.Back-Calculation of Pavement Layer Moduliand Forward-Calculation of Stresses and Strains[R].Lyng-by:Techniacl University of Denmark,Centre for Traffic andTransport DTU,1999.
[86]Werkmeister S,Dawson R A,Wellner F.Design Concept ofUnbound Granular Layers in Pavement Constructions[C]∥A-non.21stARRB/11th REAAA Conference.[S.l.]:AustralianRoad Research Board,2003.
[87]周建.饱和软黏土循环变形的弹塑性研究[J].岩土工程学报,2000,22(4):499-502.
[88]周建,龚哓南,李建强.循环荷载作用下饱和软黏土特性试验研究[J].工业建筑,2000,30(11):43-47,4.
[89]Mroz Z,Norris V A,Zienkiewicz O C.Application of an Aniso-tropic Hardening Model in the Analysis of Elasto-Plastic De-formation Soils[J].Geotechnique,1979,29(1):1-34.
[90]Vermeer P A.A Five Constant Model Unifying Well Estab-lished Concepts,International Workshop on Constitutive Rela-tions for Soils,Grenoble,France[R].1982:175-197.
[91]Mould J C,Sture S,Ko H Y.Modeling of Elastic-PlasticAnisotropic Hardening and Rotating Principal Stress Directionsin Sand[C]∥Anon.Proceedings,International Union of The-oretical and Applied Mechanics(IUTAM)Symposium on De-formation and Failure of Granular Materials,Delft.[S.l.],The Netherlands:A.A.Balkema Press,1982:431-439.
[92]Anandarajah P.A Granular Material Model Based on Associ-ated Flow Rule Applied to Monotonic Loading Behavior[J].Soils and Foundations,1994,34(3):81-98.
[93]Wood D M,Belkheir K,Liu D F.Strain Softening and StateParameter for Sand Modelling[J].Geotechnique,1994,44(2):335-339.
[94]Manzari M T,Dafalias Y F.A Critical State Two-SurfacePlasticity Model for Sands[J].Geotechnique,1997,47(2):255-272.
[95]Dorman G M,Metcalf C T.A Design Curves for FlexiblePavements based on Layered System Theory[R]:Vol.71.Highway Research Board,1965:69-83.
[96]Edwards J M,Valkering C P.A Structural Design of AsphaltPavements for Road Vehicles:The Influence of High Temper-atures[J].Highways and Road Construction,1974,80:180-182.
[97]Simpson A L,Daleiden J F,Hadley W O.Rutting Analysisfrom a Different Perspective[R].Washington D.C.:TRB,1995,TRR 1 473:9-16.
[98]Ahmed S A O,Abd E H,Easa S M.Behavior of Asphalt Pave-ments under Repeated Tensile Strains[J].Assistant Professorof Civil Engineering,1998,(6):325-327.
版权所有：© 2023 中国地质图书馆 中国地质调查局地学文献中心