- 非饱和土边坡稳定性分析方法研究及工程应用
- 李荣建
- 3094字
- 2021-04-16 19:08:34
参考文献
[1]包承纲,詹良通.非饱和土性状及其与工程问题的联系[J].岩土工程学报,2006,28(2):129
136.
[2]包承纲.非饱和土的性状及膨胀土边坡稳定问题[J].岩土工程学报,2004,26(1):1 15.
[3]SteinbergM.Geomembranesandthecontrolofexpansivesoilsinconstruction[M].NewYork:
McGraw Hill,1998.
[4]朱丽娟.降雨影响下的非饱和黄土边坡稳定性分析[D].西安:西安建筑科技大学,2008.
[5]FredlundD G.Thescopeofunsaturatedsoilmechanics:Anoverview[A].Proc.of1stinternation-
alconferenceonunsaturatedsoils[C].Paris,1995,(1):1155 1177.
[6]DelageP,GrahamJ.Mechanicalbehaviorofunsaturatedsoils:Understandingthebehaviorofun-
saturatedsoilsrequiresreliableconceptualmodels[A].Procof1stinternationalconferenceonun-saturatedsoils[C].Paris,1995,(3):1223 1256
[7]沈珠江.非饱和土力学的回顾与展望[J].水利水电科技进展,1996,16(2):1 3.
[8]FredlundDG,RahardjoH.Soilmechanicsforunsaturatedsoils.NewYork,Wiley,1993.
[9]陈敬虞,FredlundD G.非饱和土抗剪强度理论的进展研究[J].岩土力学,2003,24(s):655
660.
[10]王志玲,丰土根.非饱和土的抗剪强度理论研究[J].水利水电科技进展,2002,22(4):26 29.
[11]胡艳青.非饱和黏性土基质吸力变化规律研究[D].北京:中国地质大学,2009.
[12]吴俊杰,王成华,李广信.非饱和土基质吸力对边坡稳定的影响[J].岩土力学,2004,25(5):
732 744.
[13]黄润秋,戚国庆.非饱和渗流基质吸力对边坡稳定性的影响[J].工程地质学报,2002,(4):343
348.
[14]闫亚景,文宝萍,计博勋.基质吸力对非饱和重塑黄土抗剪强度的贡献[J].工程地质学报,
2011,(6):866 874.
[15]林鸿州,李广信,于玉贞.基质吸力对非饱和土抗剪强度的影响[J].岩土力学,2007,28(9):
1931 1936.
[16]董倩,侯龙,赵宝云.基质吸力对非饱和粉质砂土抗剪强度的影响[J].中南大学学报(自然科学
版),2012,43(10):4017 4021.
[17]ZhanL T,Ng,C W W.Analyticalanalysisofrainfallinfiltration mechanisminunsaturatedsoils
[J].InternationalJournalofGeomechanics,2004,4(4).
[18]梁爱明.非饱和土壤渗透特性及饱和入渗机理试验研究[D].大连:大连理工大学,2008.
[19]叶为民,钱丽鑫,陈宝等.侧限状态下高压实高庙子膨润土非饱和渗透性的试验研究[J].岩土
工程学报,2009,31(1):105 108.
[20]牛文杰,叶为民,陈宝.高压实膨润土的非饱和渗透膨胀模型[J].岩土力学,2009,30(s2):
88 92.
[21]徐永福,兰守奇,孙德安等.一种能测量应力状态对非饱和土渗透系数影响的新型试验装置[J].
岩石力学与工程学报,2005,24(1):160 164.
[22]叶为民,张亚伟,梅正君等.汉十高速公路弱膨胀土非饱和渗透性试验研究[J].岩石力学与工
程学报,2010,29(52):3967 3971.
[23]BurdineN T.Relativepermeabilitycalculationfrompore sizedistributiondata[J].SocietyofPe-
troleumEngineers,1953,198:71 78.
[24]BrooksR H,Corey A T.Hydraulicpropertiesofporous medium[J]. Hydrologypaper,1964,
No.3,Civ.Engrg.Dept.,ColoradoState Univ.,FortCollins,1964.
[25]Mualem Y,Dagan G.Hydraulicconductivityofsoils:unifiedaproachtothestatisticalmodels[J].
SoilScienceSocietyofAmericaJournal,1978,42:392 395.
[26]缪林昌,殷宗泽.非饱和土的剪切强度[J].岩土力学,1999,3:1 6.
[27]RichardsL A.Capillaryconductionofliquidsthroughporousmediums[J].Physics,1931,1:318
333.
[28]Gardner W R.Somesteady statesolutionsofthemoistureflowequationswithapplicationtoevapo-
rationfromawatertable[J].SoilSci,1958,85:228 232.
[29]BrooksRH,CoreyAT.HydraulicPropertiesofPorousMedium.FortCollins,Colorado.Hydrol-
ogyPaper,1964.
[30]VanGenuchten M T.Aclosed formequationforpredictingthehydraulicconductivityofunsaturat-
edsoils[J].SoilScienceSocietyofAmericaJournal,1980,44:892 898.
[31]FredlundD G,XingA.Equationforthesoil watercharacteristiccurve[J].CanadianGeotechnical
Journal,199431:521 532.
[32]Leong E C,Rahardjo H.Review ofsoil watercharacteristiccurveequations[J].Journalof
GeotechnicalandGeoenvironmentalEngineeringASCE,1997,123(12):1106 1117.
[33]LeongEC,RahardjoH.Permeabilityfunctionsforunsaturatedsoils[J].JournalofGeotechnical
andGeoenvironmentalEngineeringASCE,1997,123(12):1118 1126.
[34]ChildsEC,Collis GeorgeGN.Thepermeabilityofporousmaterials[J].Proc.R.Soc.London
Ser,1950,210:392 405.
[35]KunzeRJ,UeharaG,Graham K.Factorsimportantinthecalculationofhydraulicconductivity
[J].Proc.SoilSci.Soc.Am.,1968,32:760 765.
[36]BurdineNT.Relativepermeabilitycalculationfromporesizedistributiondata.Petrol.Trans.Am.
Inst.MiningMetall.Petrol.Engrs,1953,198:71 78.
[37]MualemY.Anewmodelforpredictingthehydraulicconductivityofunsaturatedporousmedia[J].
WaterResourcesResearch,1976,12:513 522.
[38]AgusSS,LeongEC,SchanzT.Assessmentofstatisticalmodelsforindirectdeterminationofper-
meabilityfunctionsfromsoil watercharacteristiccurves[J].Geotechnique,2003,53(2):279 282.
[39]孙大松,刘鹏,夏小和,王建华.非饱和土的渗透系数[J].水利学报,2004,3:71 75.
[40]刘海宁,姜彤,刘汉东.非饱和土渗透函数的间接确定[J].岩土力学,2004,25(11):1795
1799.
[41]BishopA W,AlpanI,BlightGE,andDonaldIB.Factorscontrollingtheshearstrengthofpartly
saturatedcohesivesoils.ACSE ResearchConferenceonShearStrengthofCohesiveSoils,University ofColorado,Boulder,CO,1960:503 532.
[42]KhaliliN,Khabbaz M H.A uniquerelationshipforthedeterminationoftheshearstrengthofun-
saturatedsoils[J].Geotechnique,1998,48(5):681 687.
[43]U.S.DepartmentoftheInterior,U.S.GeologicalSurvey.Landslidetypesandprocesses[OL].
[2004].http://pubs.usgs.gov/fs/2004/3072/fs2004 3072.html.
[44]FredlundDG,MorgensternNR,WidgerRA.Theshearstrengthofunsaturatedsoils[J].Cana-
dianGeotechnicalJournal,1978,15:313 321.
[45]VanapalliSK,FredlundDG,PufahlDE,ClftonA W.Modelforthepredictionofshearstrength
withrespecttosoilsuction[J].CanadianGeotechnicalJournal,1996,33:379 392.
[46]缪林昌,殷宗泽.非饱和土的剪切强度[J].岩土力学,1999,3:1 6.
[47]李荣建,郑文,王莉平等.非饱和土边坡稳定性分析方法研究进展[J].西北地震学报,2011,
33(s):2 8.
[48]黄润秋,戚国庆.非饱和渗流基质吸力对边坡稳定性的影响[J].工程地质学报,2002,10(4):
343 346
[49]李兆平,张弥,王连俊.考虑开挖扰动和基质吸力影响的基坑边坡安全性研究[J].中国安全科
学学报,2000,10(5):13 17.
[50]郭璇,赵成刚,于威威.非饱和土边坡稳定的安全分析及进展[J].中国安全科学学报,2005,15
(1):14 18.
[51]吴宏伟,陈守义,庞宇威.雨水入渗对非饱和土坡稳定性影响的参数研究[J].岩土力学,
1999,20(1):1 13.
[52]姚海林,陈守义.降雨入渗对非饱和膨胀土边坡稳定性影响的参数研究[J].岩石力学与工程学
报,2002,(7):32 38.
[53]李兆平,张弥.考虑降雨入渗影响的非饱和土边坡瞬态安全系数研究[J].土木工程学报,2001,
34(5):57 60.
[54]张文杰,詹良通,凌道盛,陈云敏.水位升降对库区非饱和土质岸坡稳定性的影响[J].浙江大学
学报(工学版),2006,48(8):1365 1370.
[55]陈刚,艾剑峰,瞿岳前.地下水对边坡稳定性影响分析[J].山西建筑,2008,34(26):132
133.
[56]咸云尚.基于地下水改变的膨胀土边坡稳定性[J].中国水运,2008,8(6):253 254.
[57]张国祥,刘宝琛.边坡滑动面三维空间有限元分析[J].中国公路学报,2003,16(4):25 29.[58]ZienkiewiczO C,HumphesonC,LewisR W.Associatedandnonassociatedvisco plasticityand
plasticityinsoilmechanics[J].Geotechnique.1975,25(4):691 689.
[59]UgaiK.Amethodofcalculationoftotalfactorofsafetyofslopesbyelasto plasticFEM[J].Soils
andFoundations.1989,29(2):190 195.
[60]GriffthsD V,LaneP A.Slopestabilityanalysisbyfiniteelement[J].Geotechnique.1999,49
(3):387 403.
[61]蒋刚,林鲁生,刘祖德等.考虑非饱和土强度的边坡稳定分析方法及应用[J].岩石力学与工程
学报,2001,20(s):1070 1074.
[62]高润德,彭良泉,王钊.雨水入渗作用下非饱和土边坡的稳定性分析[J].人民长江,2001,32
(11):25 27.
[63]龚壁卫,吴昌瑜.堤防非饱和边坡稳定分析方法探讨[J].长江科学院院报,2003,20(3):39
42.
[64]张士林,王冬梅,李根华.非饱和土坡危险含水量分析[J].中国工程科学,2004,6(5):71
75.
[65]NgC W W,ShiQ.Influenceofrainfallintensityanddurationonslopestabilityinunsaturatedsoils
[J].QuarterlyJournalofEngineeringGeology,1998,31:105 113.
[66]GasmoJM,RahardjoH,Leong,EC.Infiltrationeffectsonstabilityofaresidualsoilslope[J].
ComputersandGeotechnics,2000,26(2):145 165.
[67]朱文彬,刘宝琛.降雨条件下土体滑坡的有限元数值分析[J].岩石力学与工程学报,2002,21
(4):509 512.
[68]CaiF,UgaiK,WakaiA,LiQ.Effectsofhorizontaldrainsonslopestabilityunderrainfallby
threedimensionalfiniteelementanalysis[J].ComputersandGeotechnics,1998,(23):255 275.[69]CaiF,UgaiK.Numericalanalysisofrainfalleffectsonslopestability[J].InternationalJournalof
Geomechanics,2004,4(2):69 78.
[70]宋二祥.土工结构安全系数的有限元计算[J].岩土工程学报,1997,19(2):1 7.
[71]连镇营,韩国城,孔宪京.强度折减有限元法研究开挖边坡的稳定性[J].岩土工程学报,2001,
23(4):407 411.
[72]赵尚毅,郑颖人,时卫民等.用有限元强度折减法求边坡稳定安全系数[J].岩土工程学报,
2003,24(3):343 346.
[73]郑颖人,赵尚毅.用强度折减有限元求边坡支挡结构的内力[J].岩石力学与工程学报,2004,
23(20):3552 3558.
[74]于玉贞,林鸿州,李荣建,李广信.非稳定渗流条件下非饱和土边坡稳定分析[J].岩土力学,
2008,29(11):2892 2898.
[75]李荣建,于玉贞,邓丽军.挡墙加固非饱和土边坡整体稳定性分析[J].岩土力学,2006,27
(s):905 908.
[76]李荣建,郑文,邵生俊,常体鹏.非饱和土边坡稳定分析中强度折减法与条分法的比较[J].西
北农林科技大学学报(自然科学版),2010,38(9):207 213.
[77]李荣建,于玉贞,邓丽军,李广信.非饱和土边坡稳定分析方法探讨[J].岩土力学,2007,28
(10):2060 2064.
[78]李荣建,郑文,邵生俊等.非饱和土边坡稳定分析中强度折减法与条分法的比较[J].西北农林
科技大学报,2010,8(9):207 214.
[79]李荣建,郑文,邵生俊等.云阳龙洞抗滑桩加固边坡局部失稳机制研究[J].岩土力学,2010,31
(s2):321 327.
[80]李荣建,刘军定,闫蕊等.在边坡局部失稳中传递系数法与强度折减法的计算比较[J].西安理工
大学学报,2013,29(3):260 265.
[81]詹良通.非饱和膨胀土边坡中土水相互作用机理[J].浙江大学学报,2006,40(3):496 497.
[82]卢肇钧,吴肖茗,孙玉珍等.膨胀力在非饱和土强度理论中的应用[J].岩土工程学报,1997
(5):20 27.
[83]包承纲.非饱和土的性状及膨胀土边坡稳定性问题[J].岩土工程学报,2004,26(1):1 15.
[84]黄润秋,吴礼舟.非饱和膨胀土边坡稳定性分析[J].地学前缘,2007,14(6):129 133.
[85]尹宏磊,徐千军,李仲奎.膨胀变形对膨胀土边坡稳定性的影响[J].岩土力学,2009,30(8):
2506 2510.
[86]刘华强,殷宗泽.膨胀土边坡稳定分析方法研究[J].岩土力学,2010,31(5):1545 1549.
[87]刘义高,周玉峰,郑健龙.增湿条件下膨胀土路堑边坡稳定性数值分析[J].岩土工程学报,
2007,29(12):1870 1875.
[88]卢肇钧等.非饱和土的抗剪强度与膨胀压力[J].岩土工程学报,1999,20(3):1 8.
[89]姚海林,郑少河,葛修润,陈守义.裂隙膨胀土边坡稳定性评价[J].岩石力学与工程学报,
2002,21(s):2331 2335.
[90]陈铁林,邓刚,陈生水,沈珠江.裂隙对非饱和土边坡稳定性的影响[J].岩土工程学报,2006,
28(2):210 215.
[91]李荣建,陈雅琴,段浩等.无扰动可控制饱和的土样膨胀力测试装置[P].专利申请
号:201210237803.x.
[92]LiRJ,YanR,LiuJD,ShaoSJ.Anewpracticableapproachofstabilityanalysesofunsaturated
expansivesoilslope[J].DisasterAdvances(ISSN0974 262X),2013,6(s3):33 43.